ࡱ>  78bjbjUU 4?g?g 0+$$$$$$$$8$ %l$-Q^P&(x&&&&}'}'}'jPlPlPlPlPlPlP$SAVP$*(}'}'*(*(P"$$&&P///*($&$&jP/*(jP//NCD&0>/2*CVPP0-QDVD+\V,DDV$E }'"'/''_}'}'}'PP -,}'}'}'-Q*(*(*(*(V}'}'}'}'}'}'}'}'}'X R#:  INCLUDEPICTURE "cid:image002.jpg@01C82778.0BCC0D20" \* MERGEFORMAT  MAPEI (UK) LTD Mapei House Steel Park Road Halesowen B62 8HD Tel: (0121) 508 6970 Fax: (0121) 508 6960 RECOMMENDATION Document prepared for: Beton Bauen Ltd. Beton Haus, Nantgarw Road Factory Access, Caerphilly, South Wales. CF83 2 BJ Attn of: Steve Davies Email:  HYPERLINK "mailto:steve.davies@betonbauen.com" steve.davies@betonbauen.com Tel: 02920 862596 Mobile 07842 138818 By: MAPEI (UK) LTD Date/Ref: 12.10.2020 AB NBS 592 2020 Project Address 1-12 Catherine Measey Flats. . Queens Road, Penarth. CF64 1HL Recommendations for: Concrete Repair All recommendations should be read in conjunction with the current Mapei Data Sheets and the relevant British standards. All recommendations are based on the information and images provided by Mapei Specification Manager Paul Marland, all guides and systems should be approved by the Designer/Architect. Contractors should ensure that all substrates are suitable for the intended purpose. CONTENTS 1) General observations and Introduction 2) Recommendations SECTION 1: GENERAL OBSERVATIONS AND INTRODUCTION Before any Concrete Repair Works are undertaken it is of paramount importance that a survey of the existing concrete elements is undertaken to establish the extent and causes of the concrete decay. Any survey would normally include the following four main areas; Carbonation test to establish depth of carbonation. Chloride test to establish if any Chlorides within the structure. Cover Metre survey to establish depth of steel reinforcement. Hammer test to identify any loose or weak concrete. Please note to ensure compatibility and reduce time scales on concrete repair projects it is important that all components used are supplied by one manufacturer as a complete system for repair and protection. In all cases the Contractor shall provide the manufacturers evidence to verify all products meet the requirements set out in BS EN1504 and as such all materials where relevant should be CE marked and conform to The Construction Products Regulation. All materials must be compatible and shall not have any effects on long term durability and bond. The materials must be supplied from a BS/EN 1504 approved manufacturing plant and supplied from a single manufacturer to ensure compatibility and long term durability. For individual product application requirements refer to current product data sheets From the information received these recommendations can be used to repair and protect any concrete structure however if required Mapei can produce project bespoke specification. Within this document we cover six main areas: Carry out repairs to specific structural concrete elements, to include steel reinforcement replacement if required. Structural strengthening, (if required) Crack repairs. Cathodic protection. Joint sealing. Prevent water ingress from above. SECTION 2 RECOMMENDATIONS 1.0 SUBSTRATE QUALITY AND PREPARATION 1.1 Concrete Surfaces Prepare and clean all concrete surfaces by suitable means: (high pressure water-blasting or equivalent) to ensure cement laitance, surface contamination and all loose existing coatings are removed, and all blowholes and honeycombed areas are exposed. The resulting surface texture should provide a profile acceptable to receive the repair materials. Surfaces should be prepared by low pressure jet washing [up to 18 MPa] (2700psi) techniques 2.0 CONCRETE REMOVAL 2.1 To ensure dust is kept to a minimum on site during the concrete removal process it is of paramount importance that materials such as those from the Mapei range of mortars are used which reduce the need for diamond cutting the edge of repairs during the cutting out process 2.2 The concrete should be free from dust, loose material, surface contamination and materials which reduce bond or prevent suction or wetting by repair materials. Delaminated, weak, damaged and deteriorated concrete and where necessary sound concrete shall be removed by suitable mechanical means or by very high pressure water blasting [up to 110 mPa (16500 psi)] techniques. Tying wire fragments, nails and other metal debris embedded in the concrete should be removed. 2.3 During the breakout process if reinforcement steel is exposed that shows extensive corrosion and loss of mass more than 10%, consideration should be given to replacing the steel reinforcement. The clients representatives advice and instructions should be obtained. 2.4 To avoid undercutting, the concrete should be cut at a minimum angle of 90o and a maximum angle of 135o to reduce the possibility of de-bonding with the top surface of the adjacent sound concrete, and should be roughened sufficiently to provide a mechanical key between the original material and Mapei repair mortar. 3.0 PREPARATION OF ALL STEEL REINFORCEMENT 3.1 Rust, scale, mortar, concrete, dust and other loose and deleterious material which reduces bond or contributes to corrosion shall be removed to a minimum standard of SA2 or SA2 depending on reinforcement coating used. 3.2 Surfaces should be prepared using suitable mechanical means. 3.3 Where exposed reinforcement is contaminated with chloride or other material which may cause corrosion, the reinforcement shall be cleaned by low pressure jet washing [up to 18 MPa (2700 psi)] technique. 3.4 Install new steel dowels and lacer reinforcing bars into the area to be repaired using Mapefix EP to anchor the new steel into the existing concrete. 4.0 STEEL PROTECTION (BS EN 1504-7 Classification) 4.1 Where reinforcing coating is required, apply two coats of Mapefer 1K to the whole exposed circumference of the steel reinforcement. The steel protective coating is not only a steel protective coating but must also include a corrosion inhibitor within the material and can be easily identified by its blue pigmented finish. 5.0 HAND/TROWEL APPLIED CONCRETE REPAIRS (EN 1504-3 R3) 5.1 Pre-wet the surface of the concrete to be repaired to achieve a damp appearance to the prepared area. The surface should not be allowed to completely dry out before application of the concrete repair mortar, the surface should achieve a dark matt appearance without glistening and surface pores and pits should not contain water. 5.2 Apply Mapemortar HB R3 (polypropylene fibres included) into the prepared pre-wetted substrate between the minimum and maximum layer thicknesses and compacted without inclusion of entrapped air pockets using a trowel or gloved hand. 5.3 Where layers are to be built up to prevent sagging or slumping, each layer should be allowed to stiffen before applying subsequent layers wet on wet. Finishing of the concrete surface should be done to the required surface texture as soon as the mortar has started to stiffen. 6.0 REPAIRS TO CRACKS ABOVE 0.5MM IN WIDTH. 6.1 Apply Mapei Eporip into any cracks above 0.5mm in width. For horizontal surfaces pour the Eporip into the crack until the crack is completely full. For vertical surfaces seal the surface of the crack before applying the Eporip into the crack by either pouring or injection. 7.0 REPAIRS TO CRACKS BELOW 0.5MM IN WIDTH 7.1 Make a series of holes 8-9mm in diameter along the sides of the cracks and place the injectors to intercept the cracks. Blow out the cavities with compressed air to remove any dust created during drilling. Insert the appropriate injection tubes and seal over the crack with Adesilex PG1 or Adesilex PG2. Wait until the Adesilex hardens (at least 12 hours) and inject compressed air to clean out the whole system. 7.2 Mix the Epojet LV component A with component B and begin injecting from the lowest tube until the Epojet LV overflows out of the next tube. Close the tube used for injection and inject Epojet LV in the next one positioned just above until the fissure is completely sealed. 8.0 CATHODIC PROTECTION 8.1 Due to the levels of chloride where necessary install Mapei Mapeshield I 10/10 8.2 Preparation. Prepare the substrate by removing the deteriorated and delaminated concrete from below the reinforcement, until a solid, strong substrate with a rough surface is obtained. Ensure the steel is not damaged by the concrete removal technique. Expose fully the reinforcing bars in these areas so that the Mapei Mapeshield I 10/10 can be correctly connected using electric cable to the Steel. 8.3 Preparation of the Steel. Remove the corrosion from the steel to ensure a good contact when fixing the Mapei Mapeshield I 10/10 If the steel has been cut this must be replaced with new to ensure full continuity. 8.4 Install Mapei Mapeshield I 10/10 to pattern agreed with a structural engineer in accordance with TDS. If this option is chosen, then Mapei Mapefer 1K must not be used. 9.0 SMOOTHING AND PROTECTING STAIR STRINGERS 9.1 Where required, level the uncoated prepared areas by applying Planitop 200 using a steel trowel to spread the material, once the material starts to stiffen the required surface finish can be achieved, by gently rubbing using a damp. 10.0 STRUCTURAL STRENGTHENING TO BRIDGE WALKWAY SOFITS 10.1 Apply Adesilex PG1 to the prepared surface, whilst still wet push the 100mm x 1.4mm Carboplate into the adhesive removing any pockets of air. Where the Carboplate is overlapped ensure the Adesilex PG1 is of an appropriate thickness. 10.2 Once the Carboplate is set and completely dry apply 2 coats of Mapelastic Guard over the area covered by the Carboplate using a brush or roller. 10.3 All recommendations regarding structural strengthening should be approved by a structural engineer. 11.0 EXPANSION JOINTS 11.1 All damaged expansion or movement joints can be repaired/replaced using Mapeflex PU45 FT once the preparation is completed in accordance with Mapei data sheets 12.0 All materials used for the repair and protection of the structure should be provided as a complete system from one provider. 13.0 DISCLAIMER All Mapei products should be stored handled and applied in accordance with the current Mapei technical data sheets, British Standards and good working practices. No responsibility or liability can be accepted where products are used outside these parameters. Mapei Technical Services should be notified of any changes the usage or application procedures which may require a change in our specification. All orders are accepted subject to the current terms of sale and delivery.      PAGE \* MERGEFORMAT 6 EFGHIJco    qg^UU^UD h h~CJOJQJ^JaJh hk~0J#h h~0J#h h~0J:>*+hshGH5CJOJQJ^JaJmHsH(hsh2yCJOJQJ^JaJmHsH#hoh2y5CJOJQJ^JaJ hoh2yCJOJQJ^JaJ hah2yCJOJQJ^JaJ8jhahI(xCJOJQJU^JaJmHnHsH u hahI(xjhahI(xUIJco Q & j ) ^`gdIC  ^`gdUi  ^`gd~ ^`gd7gdo!gd gdGHgd2y$a$gd2y Q W i x y { ~  Ŵr`K6(hIChmCJOJQJ^JaJmHsH(hICh>3CJOJQJ^JaJmHsH"hICCJOJQJ^JaJmHsH"h{=FCJOJQJ^JaJmHsHhmCJOJQJ^JaJ hICh,6CJOJQJ^JaJ hIChmCJOJQJ^JaJ hICh>3CJOJQJ^JaJhICCJOJQJ^JaJh~CJOJQJ^JaJ h"r'hk~CJOJQJ^JaJhPwCJOJQJ^JaJ    # % & R [ ] ^ i j  ʸ܂p[II"h#CJOJQJ^JaJmHsH(h h^8CJOJQJ^JaJmHsH"h{=FCJOJQJ^JaJmHsH"hICCJOJQJ^JaJmHsH"hCJOJQJ^JaJmHsH"h;bLCJOJQJ^JaJmHsH"h7CJOJQJ^JaJmHsH"h~CJOJQJ^JaJmHsH"hPwCJOJQJ^JaJmHsH"hmCJOJQJ^JaJmHsH  ( ) T V W ` a v w ʸpʦ^pH+jhICCJOJQJU^JaJmHsH"hUiCJOJQJ^JaJmHsH"hmCJOJQJ^JaJmHsH"hICCJOJQJ^JaJmHsH"hPwCJOJQJ^JaJmHsH"h#htCJOJQJ^JaJmHsH"hCJOJQJ^JaJmHsH"hA&CJOJQJ^JaJmHsH"hwCJOJQJ^JaJmHsH"h#CJOJQJ^JaJmHsH) w   h i  [ 56f$a$gd"w@gd"w@$ =a$gdw $ =a$gd0$a$gd@ $`a$gdB$a$gdBgdo      1 ; ? @ g h i ìÚوvvٚdOAhwCJOJQJ^JaJ(h2hDCJOJQJ^JaJmHsH"hF5CJOJQJ^JaJmHsH"hPwCJOJQJ^JaJmHsH"hDCJOJQJ^JaJmHsH"hmCJOJQJ^JaJmHsH,hvhIC0JCJOJQJ^JaJmHsH+jhICCJOJQJU^JaJmHsH"hICCJOJQJ^JaJmHsH(hIChICCJOJQJ^JaJmHsH     D H M N ŷᩛ|n`R|RRnh@CJOJQJ^JaJhUiCJOJQJ^JaJhMOqCJOJQJ^JaJhF5CJOJQJ^JaJ h&^hF5CJOJQJ^JaJhBCJOJQJ^JaJh>?CJOJQJ^JaJh.YCJOJQJ^JaJhmCJOJQJ^JaJh{=FCJOJQJ^JaJ h&^hBCJOJQJ^JaJhICCJOJQJ^JaJ N Z [ t '-456D򷥔uguYuYuH:h"r'CJOJQJ^JaJ hohwCJOJQJ^JaJh%rCJOJQJ^JaJhMOqCJOJQJ^JaJhwCJOJQJ^JaJ hoh{CJOJQJ^JaJ hoh CJOJQJ^JaJ#h h{5CJOJQJ^JaJ h0hmCJOJQJ^JaJhICCJOJQJ^JaJhlCJOJQJ^JaJh2CJOJQJ^JaJhmCJOJQJ^JaJDGIJRSTdf DPVŷm\\\\\N@hlCJOJQJ^JaJhCJOJQJ^JaJ hohyCJOJQJ^JaJ)hV7h^|B*CJOJQJ^JaJph#hEB*CJOJQJ^JaJph)hV7hV7B*CJOJQJ^JaJphh@CJOJQJ^JaJhICCJOJQJ^JaJh5kCJOJQJ^JaJhECJOJQJ^JaJ hoh^|CJOJQJ^JaJh"r'CJOJQJ^JaJ -.78abuvwxy '(] $ & Fa$gds;ugdjC$a$gdS,gdq1igd"w@gd"w@ $^a$gdG}8 $^a$gd"w@,-.78:D`abdestuĶwfUD6h54CJOJQJ^JaJ hoh54CJOJQJ^JaJ hohoCCJOJQJ^JaJ hoh0$CJOJQJ^JaJhq1ihoCOJQJ^JaJh[QCJOJQJ^JaJ hoh^|CJOJQJ^JaJ hG}8hG}8CJOJQJ^JaJhCJOJQJ^JaJ hohyCJOJQJ^JaJ)h>3hyB*CJOJQJ^JaJph)h>3h>3B*CJOJQJ^JaJphuvwxy ³}l^PD7hq1ihOJQJ^Jhq1ihmHnHuhCJOJQJ^JaJhS,CJOJQJ^JaJ hshk"CJOJQJ^JaJ#hihS,5CJOJQJ^JaJ#hihtr5CJOJQJ^JaJ#hihi5CJOJQJ^JaJhq1i5CJOJQJ^JaJhQ[5CJOJQJ^JaJ#hohG}85CJOJQJ^JaJhG}85CJOJQJ^JaJhoCJOJQJ^JaJ !D'(DZ[]Dqzᴴ򴣴Ŵvvh[QCJOJQJ^JaJ hoh[QCJOJQJ^JaJhjCCJOJQJ^JaJ hsh[QCJOJQJ^JaJ hshgCJOJQJ^JaJh"r'CJOJQJ^JaJhsCJOJQJ^JaJ hsh|6"CJOJQJ^JaJhk~CJOJQJ^JaJ.CD&' $ & Fxa$gd"r' $ & Fxa$gd@$a$gdN$a$gd[Q $]a$gd[Q$d]a$gd[Q$a$gdg $ & Fa$gds;u"/DDBCDbhiдᑃraPa? hsh CJOJQJ^JaJ hsh7iCJOJQJ^JaJ hshB/CJOJQJ^JaJ hshCJOJQJ^JaJh@CJOJQJ^JaJ)h<h[QB*CJOJQJ^JaJphh~ ECJOJQJ^JaJhn< CJOJQJ^JaJhjCJOJQJ^JaJ hsh[QCJOJQJ^JaJ hoh[QCJOJQJ^JaJh[QCJOJQJ^JaJ%&'-<D޴ޣseWF8hI CJOJQJ^JaJ h@h:CJOJQJ^JaJhn#CJOJQJ^JaJhCJOJQJ^JaJ h5kh<CJOJQJ^JaJhDCJOJQJ^JaJ hsh33CJOJQJ^JaJ hshOCJOJQJ^JaJhlCJOJQJ^JaJh"r'CJOJQJ^JaJhk~CJOJQJ^JaJ hshB/CJOJQJ^JaJ hsh<CJOJQJ^JaJ   !"#$%=>ADc³teSS#hoh545CJOJQJ^JaJh 5CJOJQJ^JaJhjC5CJOJQJ^JaJ#hsh_85CJOJQJ^JaJh"r'5CJOJQJ^JaJhqf05CJOJQJ^JaJhI 5CJOJQJ^JaJ hG}8hUiCJOJQJ^JaJ hIChUiCJOJQJ^JaJhUiCJOJQJ^JaJhlCJOJQJ^JaJ !"#$>dz0$a$gdq1i $^a$gdq1i$x^`a$gd"r' $xa$gd8 $xa$gdjC$a$gd"r' $ & Fxa$gd"r'cdghyz!>?D,/0μΫseWIWWWeIhq1iCJOJQJ^JaJh_ CJOJQJ^JaJh CJOJQJ^JaJh6CJOJQJ^JaJhqf0CJOJQJ^JaJh3CJOJQJ^JaJh~ "CJOJQJ^JaJ hh6CJOJQJ^JaJ#hoh545CJOJQJ^JaJ hoh54CJOJQJ^JaJh_8CJOJQJ^JaJ#h8h545CJOJQJ^JaJ0:DOPQRSTVnorsȶq_qN@/@/ h"r'hrCJOJQJ^JaJh"r'CJOJQJ^JaJ h"r'h"r'CJOJQJ^JaJ#hoh545CJOJQJ^JaJh"r'5CJOJQJ^JaJh_85CJOJQJ^JaJ)hRZh;bLB*CJOJQJ^JaJph#hG}8B*CJOJQJ^JaJph#h@B*CJOJQJ^JaJph)h_ h_ B*CJOJQJ^JaJph!hu h_ B*^JmH ph sH !hu hq1iB*OJQJ^Jph 0RSo7rsv$$ 1$a$gd~V$$ 1$^a$gd54$$ 1$^a$gd54$$ 1$a$gd $`1$``a$gd54$01$^`0a$gd $x1$a$gd8$a$gd54 #$C}78CӴzii]NNB]Nh_8CJ^JmH sH hoh54CJ^JmH sH h CJ^JmH sH  hoh54CJOJQJ^JaJh CJOJQJ^JaJ,hrh545B*CJOJQJ^JaJph)h5hrB*CJOJQJ^JaJph h"r'hrCJOJQJ^JaJh3CJOJQJ^JaJhk~CJOJQJ^JaJh"r'CJOJQJ^JaJ h"r'hgCJOJQJ^JaJCqrs}=>?CIJZ\t~岦|pp|ppppppdhUiCJ^JmH sH hJTCJ^JmH sH hk~CJ^JmH sH h`&hjmCJ^JmH sH h`&h_8CJ^JmH sH hjCCJ^JmH sH h54CJ^JmH sH hohsCJ^JmH sH h CJ^JmH sH h_8CJ^JmH sH hoh54CJ^JmH sH h33CJ^JmH sH 's`% & ' Y x $ox`oa$gd8$a$gd54$$ 1$`a$gd $$ 1$`a$gd_8$$ 1$^a$gd54$$ 1$^a$gd54$$ 1$a$gd_8  C_`tuvx  # $ % & ' ) 庮庮墖mZ%h_85CJOJQJ^JaJmH sH +hohMLL5CJOJQJ^JaJmH sH %hjmhjmB*CJ^JmH phsH h CJ^JmH sH hz*CJ^JmH sH hk~CJ^JmH sH h CJ^JmH sH hoh54CJH*^JmH sH hoh54CJ^JmH sH h_8CJ^JmH sH h`&h54CJ^JmH sH ) + / 2 A C E X Y a !!/!;!A!B!C!L!ư|mmaUFm77h`&h_8CJ^JmH sH h 8hCJ^JmH sH h 8CJ^JmH sH hCJ^JmH sH hoh54CJ^JmH sH h_8CJ^JmH sH (hoh54CJOJQJ^JaJmH sH %h 5CJOJQJ^JaJmH sH +hoh545CJOJQJ^JaJmH sH %hk~5CJOJQJ^JaJmH sH %hG^5CJOJQJ^JaJmH sH %h 5CJOJQJ^JaJmH sH Y A!B!!!!_"`"" # # #D#E##zzzz$a$gd54$a$gde$$ 1$^a$gdUi$$ 1$^a$gd54$$ 1$a$gd_8$$ 1$^a$gd54$$ 1$^`a$gd 8L!g!!!!!!!" "!""".":"C"\"]"^"_"`"c"g"i"Ӹӑ~n[F[F(h^heCJOJQJ^JaJmH sH %he5CJOJQJ^JaJmH sH hAB*CJ^JmH phsH %hjhk~B*CJ^JmH phsH hY`\CJ^JmH sH hoheCJ^JmH sH heCJ^JmH sH heheCJ^JmH sH h_8CJ^JmH sH hoh54CJ^JmH sH h`&h|6"CJ^JmH sH h`&h54CJ^JmH sH i"""""""# # # #%#&#7#8#C#D#E#ٳzeSe@@%h.Y5CJOJQJ^JaJmH sH "hICCJOJQJ^JaJmH sH (hhCJOJQJ^JaJmH sH %h5CJOJQJ^JaJmH sH %h_ 5CJOJQJ^JaJmH sH %hA5CJOJQJ^JaJmH sH %hUihUiB*CJ^JmH phsH %h25CJOJQJ^JaJmH sH (h^heCJOJQJ^JaJmH sH "hUk+CJOJQJ^JaJmH sH E#H#######$$$$$$D$e$f$$$$$$$$ðىٛٛىweR==R(hph7q3CJOJQJ^JaJmH sH %h7q35CJOJQJ^JaJmH sH "h@CJOJQJ^JaJmH sH "hqf0CJOJQJ^JaJmH sH "h.YCJOJQJ^JaJmH sH (heheCJOJQJ^JaJmH sH %he5CJOJQJ^JaJmH sH +hehe5CJOJQJ^JaJmH sH "heCJOJQJ^JaJmH sH (h_ h_ CJOJQJ^JaJmH sH #$f$$$$$R%%&n&o&`'a''( (f((((((')$$?^`?a$gd7q3 $$a$gd7q3$a$gd7q3$a$gd54$$$%8%R%%%%%&&8&n&o&~&&'8'_'`'a''''''(( (8(e(f(o(p(Űőwbb(hLh7q3CJOJQJ^JaJmH sH hl9h7q3CJmH sH h7q35CJ\mH sH h7q3CJmH sH (hICh1CJOJQJ^JaJmH sH (hICh7q3CJOJQJ^JaJmH sH "h7q3CJOJQJ^JaJmH sH (heh7q3CJOJQJ^JaJmH sH %h7q35CJOJQJ^JaJmH sH "p((((((((((((())) )))ǴvvvddOOO:(hICh!$\CJOJQJ^JaJmH sH (hICh1CJOJQJ^JaJmH sH "h1CJOJQJ^JaJmH sH (h!$\hlCJOJQJ^JaJmH sH %hl5CJOJQJ^JaJmH sH +hlhl5CJOJQJ^JaJmH sH %hqf05CJOJQJ^JaJmH sH "hlCJOJQJ^JaJmH sH "h7q3CJOJQJ^JaJmH sH (h=Qh7q3CJOJQJ^JaJmH sH ))&)')8):)@)))))))****.*6*ԬԬq[E/+hV%h25CJOJQJ^JaJmH sH +hV%hd[5CJOJQJ^JaJmH sH +hV%h!$\5CJOJQJ^JaJmH sH %hqf05CJOJQJ^JaJmH sH (h!$\h!$\CJOJQJ^JaJmH sH %h!$\5CJOJQJ^JaJmH sH +h!$\h!$\5CJOJQJ^JaJmH sH "hlCJOJQJ^JaJmH sH "h!$\CJOJQJ^JaJmH sH 1h1h!$\B*CJOJQJ^JaJmH phsH ')))**7*8***++),s,,,--n-o-!^gd !x^gdV%!^gdIC!gd2 !^`gd2!^gd2 $^a$gd2 $`a$gd2$a$gd2$a$gd7q36*7*8***+7+U+a+d+e+r+++++++++++,),7,G,Q,s,,,,,---6-U-Z-[-n-o-°°°°°°°°˜{{g{gg&h5B*CJOJQJ^JaJph#hB*CJOJQJ^JaJphh25OJQJ^Jh2OJQJ^JhV%CJOJQJ^JaJ#hV%h25CJOJQJ^JaJ hV%h2CJOJQJ^JaJ+hV%h25CJOJQJ^JaJmH sH +hV%h!$\5CJOJQJ^JaJmH sH (o---.1.6....../6/7/H/I/k////0!060F0G0W0o00000000001 11151@1A1B1||#hV%h5CJOJQJ^JaJ,hV%h5B*CJOJQJ^JaJph&hV%5B*CJOJQJ^JaJphhB*OJQJ^Jph&h5B*CJOJQJ^JaJph#hV%B*CJOJQJ^JaJph#hB*CJOJQJ^JaJph+o---1...7/H/I/k//!0F0G000011A1B1132=2u2v2 $^a$gdV%$a$gdYf!^gdB1H1I1l1t1u1111111122202123252<2=2_2ƱƉƉttttttt_I+hV%hy5CJOJQJ^JaJmH sH (hIChyCJOJQJ^JaJmH sH (hV%hyCJOJQJ^JaJmH sH +hV%hYf5CJOJQJ^JaJmH sH "hV%CJOJQJ^JaJmH sH (hIChV%CJOJQJ^JaJmH sH (hV%hYfCJOJQJ^JaJmH sH #hV%h5CJOJQJ^JaJ#hV%hYf5CJOJQJ^JaJ_2f2u2v2z2|222222330343:3T3`3w333333334442434444444444Ӿtttat%hqf05CJOJQJ^JaJmH sH +h-ch-c5CJOJQJ^JaJmH sH %h-c5CJOJQJ^JaJmH sH "h-cCJOJQJ^JaJmH sH hy5OJQJ^JmH sH (hV%hyCJOJQJ^JaJmH sH +hV%hy5CJOJQJ^JaJmH sH +hV%h-c5CJOJQJ^JaJmH sH &v223w33332434444445n555566'6+7 $^a$gd54 $xa$gdH|5!^gdNb!^gd?7z!^gd+!$a$gdA$a$gd-c4455"52535h5m5n55555555ٱٱybM;#h=QB*CJOJQJ^JaJph)h5hI&B*CJOJQJ^JaJph,h5hI&5B*CJOJQJ^JaJph&hP5B*CJOJQJ^JaJph#h?7zh?7z5CJOJQJ^JaJ"hMOqCJOJQJ^JaJmH sH "hPCJOJQJ^JaJmH sH +h4h-c5CJOJQJ^JaJmH sH "h-cCJOJQJ^JaJmH sH (h-ch-cCJOJQJ^JaJmH sH 5555566666&6'6167+7,717g7k7778 8 8 8 88888۷ssssssessssXPLLPLLhjhUhoh{CJ^JaJhqf0CJOJQJ^JaJ hoh54CJOJQJ^JaJhMLLh545^JaJhoh545^JaJh?7z5^JaJhP5^JaJhqf05^JaJ#h=QB*CJOJQJ^JaJph#h?7zB*CJOJQJ^JaJph#hgZB*CJOJQJ^JaJph#h?7zhG^5CJOJQJ^JaJ+7,777 8 8 888888883848586878$a$ ^`gdqf0 $^a$gd5488888888/80818283848586878hoh{CJ^JaJhhV%CJaJhV%mHnHuhV%jhV%UhjhU21h:pGH. A!"#$% Dd 9<  C ARJWH=9i&`&D"FWH=9i&`JFIF``C    #%$""!&+7/&)4)!"0A149;>>>%.DIC;C  ;("(;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;7" }!1AQa"q2#BR$3br %&'()*456789:CDEFGHIJSTUVWXYZcdefghijstuvwxyz w!1AQaq"2B #3Rbr $4%&'()*56789:CDEFGHIJSTUVWXYZcdefghijstuvwxyz ?ZhZ.綽c"ku*{yd\j16Rycp?/rUF_De0pZ8 qS7"zQJm1w|ܟL7ZZYiw707ә ס,UW9*q]Ni(EVo-Ultɐ][k'O1JQ^$&E>qÅ?s>:ZKMc<[OF$U\ c(sΰo{Q5^UZdS=?1^^n*Ni'(:JaF_Gnvs /m}WNm,E{ ^ jSSzU||q.meYe]OM\é|ۮgӼq1i8@^;n;d*_z<2$lUwB)&/nRRY8TSkI$䜓Ԛ>X}ݰma8?75VSMC:JZU=2=vCOY ?@%O¸pyvk0z7%$z|ճ_;Ċ}הڵaCgʽ+j6ze/n> /m}W'V&NSt?AkR<"OoC Iy"{Rx8ErN_e FAA򡕐Xz~<賹tT <ӜF47t:8JPִ)/aiTHȪwy;h-Qb^?r,3&̪b?wXDV1IBұT }^ N=+66=-C?oQ_87Ꮫ5wnY ֑YeZoXhxUo+f|K?7A\؜=:2QOчT&Z^q}1 Bz׉Z$PhAm-ܦa55 ]7WHb[cs_<[m;cu0&){iNW]Dq5r t+ش=R=gGOay֣6OՔԿ{9?Xay7h?!fG?m:?2V-WEC]nyybcxNM$zj)x׊/K}rTU?^ $4 ]qw/Tb))9IɞP—+i؞h_f׵y qqAUnb%ӑ4$[^nߓv(TG7]Μi6?gl0S+s^P'zW։~E8\ٔMG:2^c3 a|]]f8Wտ^3[>*[_% ǭf%i-ҡbeVn~QTiY֩ȈuZc>?|^qz ޹ə۝//_hxDJ~X}čt)ioZvFYb}IKDvv$['tu䏡͇#ī>Rx$;`sq{/ߞBzgm [TomJSê~&3:0o.^{9ig?vV[I ː~pts"v2QB|\4O 2{=9*if{|Èccֽ:O?dLFF?uu'^Oz8rQ<SUn&[^4SFLEARa`sf^&mĪbcK׼Ik?X")`cؑ{גh6k#if%oEXfKsƸBך'Z)]L2?^O+&Q+embrLW ז^6|_eS]lWM`Eg `FHʣ^µ~' x3^ܪFLOSG#o4jY݂4dЂ'+_ᮄ/5&է\iydxj^ ݑ$ͷ pI/[2Wi۾&YwgqkwGl6ݾckV5I3ge*~w3XX{-롸ִ[X'>r,nK_[f=*ƻ+ JP R2TN;ֳFSPr?Fj:5^C [x#O?~u$uڈLVmшiTקVT'JTys%[=̍v"jJ𖜺Cǿ| '5Z8]_FJ-\>U䝏~m;sHcJ~ UZqԓ'ND?!^-]@j+0)y+eW&vzQjlҡVDD <+qo]JZtQHPe`=I8jj- 5ʝLvJ&WxW*Ef8޺߈2톏^j@Y^l!#*y^F*t9EoR*GcOl`C5j+[mݟ@Y9I_j}o:TxAf?QE߂N3TPFPp?/E{>4}.?Qʻ4tU*?<8^o [xjٰuܣcQ^>.ESUl&-YRO(56=Xl,-(ZA3F|YZĐo1QBU3֟Š(krƝb+en"sAc1L?i~(iw,{a+xpD 訡@Cf9IPWPA RvV?i~)i|Kglc-4=C[IAgOn0P*Rmƒ[T:NYRI&(Oq?4߅ UҴuuUXBҊ)˸ctm&۫UQEH>x666666666vvvvvvvvv66666666666666666666666666666666666666666666666666666666hH6666666666666666666666666666666666666666666666666666666666666666662 0@P`p2( 0@P`p 0@P`p 0@P`p 0@P`p 0@P`p 0@P`p8XV~ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@66666OJQJ_HmH nH sH tH @`@ zjHNormalCJ_HaJmH sH tH Z@Z &zjH Heading 1$<@&5CJ KH OJPJQJ\aJ \\ 'zjH Heading 2$<@& 56CJOJPJQJ\]aJVV (zjH Heading 3$<@&5CJOJPJQJ\aJJJ )zjH Heading 4$<@&5CJ\aJNN "zjH Heading 5 <@&56CJ\]aJHH *zjH Heading 6 <@&5CJ\aJ:: +zjH Heading 7 <@&@@ ,zjH Heading 8 <@&6]N N -zjH Heading 9 <@&CJOJPJQJaJDA D Default Paragraph FontRiR 0 Table Normal4 l4a (k ( 0No List >> v2 Footnote TextCJaJ@& @ v2Footnote ReferenceH*44 v2Header 9r 4 @"4 %v20Footer 9r B' 1B v2Comment ReferenceCJaJ<B< v2 Comment TextCJaJDR@RD v2Body Text Indent 2^`b` Xv NBS clause^`XCJOJQJaJmH sH tH jrj XvNBS sub-indent ^`<CJOJQJaJmH sH tH HH  Balloon TextCJOJQJ^JaJNYN 0" Document MapM OJQJ^JZOZ V NBS heading^`X5OJQJaJtH 6U`6 GH Hyperlink >*B*phN/N i EmailStyle28B*CJOJQJ^JaJph@P@@ 540 Body Text 2 dxtHH/H 540Body Text 2 CharCJaJmH sH pop 54DS Index regular$ << CJOJQJ_HaJmH sH tH4O4 54Text CJOJQJaJD@D zjH List Paragraph !^m$H/!H zjHHeading 5 Char56CJ\]aJ*W`1* zjH`Strong5\4B4 zjH No Spacing$aJ :/Q: rU0 Footer Char CJaJtH R/aR zjHHeading 1 Char5CJ KH OJPJQJ\aJ T/qT zjHHeading 2 Char 56CJOJPJQJ\]aJN/N zjHHeading 3 Char5CJOJPJQJ\aJB/B zjHHeading 4 Char5CJ\aJ:/: zjHHeading 6 Char5\</< zjHHeading 7 CharCJaJB/B zjHHeading 8 Char6CJ]aJ@/@  zjHHeading 9 Char OJPJQJV>V /zjHTitle.$<@&a$5CJ KHOJPJQJ\aJ J/J .zjH Title Char5CJ KHOJPJQJ\aJ FJF 1zjHSubtitle0$<@&a$ OJPJQJF/F 0zjH Subtitle CharCJOJPJQJaJ:X !: zjH@Emphasis56OJQJ]** 4zjHQuote368/A8 3zjH Quote Char 6CJaJPP 6zjH Intense Quote5]^ 56aJF/aF 5zjHIntense Quote Char 56CJB!qB zjH0Subtle Emphasis 6B*phZZZJ!J zjHPIntense Emphasis56>*CJaJD!D zjHSubtle Reference >*CJaJDaD zjHIntense Reference 5>*CJF!F zjH Book Title56CJOJPJQJaJB B zjHp TOC Heading<@& OJPJQJRv!R IC0Unresolved MentionB*ph`^\q PK![Content_Types].xmlN0EH-J@%ǎǢ|ș$زULTB l,3;rØJB+$G]7O٭Vj\{cp/IDg6wZ0s=Dĵw %;r,qlEآyDQ"Q,=c8B,!gxMD&铁M./SAe^QשF½|SˌDإbj|E7C<bʼNpr8fnߧFrI.{1fVԅ$21(t}kJV1/ ÚQL×07#]fVIhcMZ6/Hߏ bW`Gv Ts'BCt!LQ#JxݴyJ] C:= ċ(tRQ;^e1/-/A_Y)^6(p[_&N}njzb\->;nVb*.7p]M|MMM# ud9c47=iV7̪~㦓ødfÕ 5j z'^9J{rJЃ3Ax| FU9…i3Q/B)LʾRPx)04N O'> agYeHj*kblC=hPW!alfpX OAXl:XVZbr Zy4Sw3?WӊhPxzSq]y 70' ***-  N Du c0) L!i"E#$p()6*o-B1_245878 !#$%&()*,-.0134679:;=>?ABDEGHJ) 0sY #')o-v2+778"'+/258<@CFIEG70CtX $&-!L# @0(  B S  ?k k U80X80?*urn:schemas-microsoft-com:office:smarttags stockticker +y~#^iav@g~U#]#e#m#####H$N$$$[%e%&&''](g((())****0+:+T+\+++++,,"-*- 0 00000000205080%^iav@g & KR=*M*.. 0 000000005080333333xy{{]^((`a?@MNSToww  $>?QQ78 ---..g/k/ 0 0 0000000020305080xy{{]^((`a?@MNSToww  $>?QQ78 ---..g/k/ 0 00203080K<%d9B^p&h 0.2D:87̯GW7\!(C]jz h ^`hH.h ^`hH.h pL^p`LhH.h @ ^@ `hH.h ^`hH.h L^`LhH.h ^`hH.h ^`hH.h PL^P`LhH.h^h`o(.08^8`o(.p0^p`0o(..@ 0^@ `0o(... x^x`o( .... H^H`o( ..... `^``o( ...... P`^P``o(....... ^`o(........^`o(.V^V`o(.V^V`o(..V^V`o(... ^`o( .... ^`o( ..... `^``o( ...... `^``o(....... p^p`o(........ ^`hH. ^`hH. pL^p`LhH. @ ^@ `hH. ^`hH. L^`LhH. ^`hH. ^`hH. PL^P`LhH.^`o(G!^G`!o(.G!^G`!o(..G!^G`!o(... ^`o( .... ^`o( ..... `^``o( ...... `^``o(....... p^p`o(........ ^`5o( ^`5o(.0^`05o(..0^`05o(... 8^8`5o( .... 8^8`5o( ..... `^``5o( ...... `^``5o(....... ^`5o(........h^`OJQJo(hHh^`OJQJ^Jo(hHohp^p`OJQJo(hHh@ ^@ `OJQJo(hHh^`OJQJ^Jo(hHoh^`OJQJo(hHh^`OJQJo(hHh^`OJQJ^Jo(hHohP^P`OJQJo(hHh^h`o(.08^8`5o(.p0^p`0o(..@ 0^@ `0o(... x^x`o( .... H^H`o( ..... `^``o( ...... P`^P``o(....... ^`o(........ 0!(CGW7.2K<%]jB^p&87                           6*$t                  6Qr,_`)j,:hH8xu9*G[c'%]nd ~trYx1lb$JN^j 0$PQ%0z~/`F/ n< @ w B -.  { I w _ s k5f6bi m *5V F5w(|   @2 9^ #&Q[D`MsS;8[nv~  M po+BwRT=\j u / i b ! $!R!e`!h!k"~ "|6"6Q"|#'#n#?$#s$ &`&zU&N0'M'"r'W(;r(pz(@E*z*6+X+Uk+W&,)s, ->-F-{-V/.B/0qf02J`2v237q3 454j4Y5\5H|5v6,6d78$Z8>_8Di8G}8 99 H:ZO;2P;};c1<N<N<q<r/=*>?H#?>?m?2@/K@H`@"w@ A)ATFABjCoCD~ E7pE}E F{=FJAFHGHzjHI1J3J8JPJ oJX LLMLL;bLPeL~LMx M#/MtGMVMNoM3 NENrNOwO P;NPQP-QFQc Q Q=Q[Q~RS6SJTLTGBT|UeUrUbVe8WwW@ Y9YkXYkY8ZBZsaZ[[(2[2[b[Bo[!$\Y`\Or\c`]a]o ^&^A^G^w^6U`\k`7aya2Kb cIcd$]de3esejvegrvg hch)iq1ipi~jjalil*rlQnpooo1oPofowoXpMOqwlq]r%rF5rdrssbs.gsl t_t#ht|us;uNu>btdWkyR(8PE{}E "Cn!.R[&sl9J B+7T}ii=i5nw2VT>N7i@mnx{ACFe<${0]Hd[BpA&AI )+t|un&NbUi\ &lvx)b,DrJvHfEeSJ_)5k0"B78mC_)ICUV7WwF#)E\h{>3_8ILL8sc),/`^u~=M 1+6Lo /34XJc.+KmotXejmu%S,.E9~h4VOa{:4,~++FbQg^j;r,^1dEV=KcNir|GR( 4]k% P58=fIMgZh-moD-h&Qd2 2`ap@z^^&`ent3BGJ^8u,$/KU%PF4a33IQG #I&*[phT ^|#)] c{qJ :+!U*Q-cCx4ACH%VY`%<xy=s 5H~V V|pAYf.Ya5Vj5J}x O'F J"#Yc] 0 0@70p@Unknown G.[x Times New Roman5Symbol3. .[x Arial7..{$ Calibri7$BCambria5. .[`)TahomaC.,.{$ Calibri Light?= .Cx Courier New;WingdingsA$BCambria Math&1h2'2'IJwG+(W+(W20// ?qHP  ?^|2! xx BLm SPECIFICATIONSColin FradgleyMalcolm, Rosalie,        Oh+'0 , L X d p|SPECIFICATIONSColin FradgleyNormalMalcolm, Rosalie2Microsoft Office Word@ @Q-6@[ @[ +( ՜.+,D՜.+,@ hp  MapeiW/ SPECIFICATIONS Title 8@ _PID_HLINKSA [#mailto:steve.davies@betonbauen.com  !"#$%&'()*+,-./0123456789:;<=>?@ABCDEFGHIJKMNOPQRSTUWXYZ[\]^_`abcdefghijklmnopqrstuvwxyz{|}~Root Entry Fp/@Data L1TableVVWordDocument 4SummaryInformation(DocumentSummaryInformation8MsoDataStore/0>/GU05XUE3RA3T5==2/0>/Item  PropertiesUCompObj r   F Microsoft Word 97-2003 Document MSWordDocWord.Document.89q