綜合管溝預(yù)埋件安裝施工技術(shù)交底.doc

交底內(nèi)容：
1. 本工程包含的預(yù)埋件種類：
綜合管溝預(yù)埋件主要為預(yù)埋鋼板、預(yù)埋鋼管、預(yù)埋吊環(huán)及爬梯等。在標(biāo)準(zhǔn)斷面的電纜倉(cāng)、水倉(cāng)和通信倉(cāng)內(nèi)的側(cè)墻、底板和頂板均須預(yù)埋鋼板，防火門兩側(cè)各埋設(shè)一塊500×100×10鋼板；電纜倉(cāng)和通信倉(cāng)的頂板底、底板頂須預(yù)埋吊環(huán)，另在非標(biāo)準(zhǔn)斷面、綜合管溝交叉口及各種接出口附近均布置有預(yù)埋件。預(yù)埋件的具體布置詳見相關(guān)的設(shè)計(jì)圖紙。
2. 預(yù)埋件的制作：
預(yù)埋鋼板制作安排在公司車間進(jìn)行，按照設(shè)計(jì)圖紙規(guī)格在車床加工鋼板，根據(jù)需用數(shù)量將加工好的鋼板運(yùn)至施工現(xiàn)場(chǎng)。根據(jù)設(shè)計(jì)圖紙，規(guī)格為250×150×10的鋼板設(shè)兩排錨筋，每排3Φ14，錨筋間距為75.0mm，排距為50.0mm。規(guī)格為500×100×10的鋼板設(shè)一排錨筋，錨筋間距為100mm；錨筋與鋼板采用T形焊。
預(yù)埋Φ22鋼筋吊環(huán)安排在現(xiàn)場(chǎng)鋼筋加工場(chǎng)制作，按照設(shè)計(jì)圖紙進(jìn)行下料、加工，制作完成后有序堆放在鋼筋棚內(nèi)，并要注意防銹。
爬梯根據(jù)設(shè)計(jì)圖紙要求，若是包塑防腐爬梯，向廠家訂做，一般爬梯則安排在現(xiàn)場(chǎng)鋼筋加工場(chǎng)制作。
3. 預(yù)埋件的安裝：
(1).  測(cè)量定位：根據(jù)設(shè)計(jì)圖紙，按照預(yù)埋件的分布及間距在現(xiàn)場(chǎng)進(jìn)行測(cè)量放線定位，并做好預(yù)埋定位點(diǎn)標(biāo)記。
(2).  安裝順序：底板、側(cè)墻預(yù)埋鋼板要在其鋼筋綁扎完成后進(jìn)行；頂板預(yù)埋鋼板及吊環(huán)要在模板安裝完成及綁扎鋼筋前進(jìn)行。
(3).  固定措施：采用點(diǎn)焊的方法固定預(yù)埋件，固定時(shí)注意：
預(yù)埋件定位經(jīng)復(fù)核無(wú)誤后，將錨固鋼筋與綜合管溝結(jié)構(gòu)鋼
Cards on the table contents:
1. This project contains embedded parts Category:
Combined duct embedded parts mainly for embedded steel, embedded pipes, rings and Ladders and so embedded. Section of the cable in the standard warehouse, water storage and communications positions within the side walls, floor and roof must be embedded steel, fire doors on both sides laying a 500 × 100 × 10 steel; cable storage and communications positions in the roof bottom, bottom Top to be embedded rings, the other section in the non-standard, integrated trench intersection and then exits are all embedded parts are arranged. See the specific arrangement of embedded parts related to the design drawings.
2. Embedded parts of the production:
Embedded steel making arrangements to conduct workshops in the company, in accordance with the design drawings specifications sheet in the lathe, the number will be processed according to Xu Yong steel shipped to the construction site. According to design drawings, specifications for the 250 × 150 × 10 set up two rows of steel anchor bars, each row 3Φ14, Anchorage spacing of 75.0mm, row distance of 50.0mm. Specifications for the 500 × 100 × 10 steel plates set up a row of Anchorage, Anchorage spacing of 100mm; anchor bars welded with steel plate with T-shaped.
Φ22 steel rings embedded steel processing arrangements made in the field, in accordance with the design drawings for cutting, processing, production of complete and orderly stacked steel shed, and to rust.
Ladder according to the design drawings, if coated corrosion ladder, customized to the manufacturers, the general ladder is scheduled for processing in the steel production site.
3. Embedded parts of the installation:
(1). Measurement Location: According to design drawings, in accordance with the embedded parts of the distribution and spacing were measured in the field-off position and do a good job embedded anchor tags.
(2). Installation order: bottom, side walls embedded in the steel plate after completion of banding; roof plate and rings embedded in the template installation is complete and the steel banding before.
(3). Fixed measures: use of spot-welding method of fixed embedded parts, fixed attention:
After review and correct positioning embedded parts, will be integrated trench anchor bars and structural steel
 

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