FACILITY MOORING EQUIPMENT GUIDELINES6-1 INTRODUCTION. Equipment most  terjemahan - FACILITY MOORING EQUIPMENT GUIDELINES6-1 INTRODUCTION. Equipment most  Bahasa Indonesia Bagaimana mengatakan

FACILITY MOORING EQUIPMENT GUIDELIN

FACILITY MOORING EQUIPMENT GUIDELINES
6-1 INTRODUCTION. Equipment most often used in mooring facilities is discussed in this section.
6-2 KEY MOORING COMPONENTS. A mooring is a structure that holds a ship in a position using tension and compression members. The resulting mooring loads are transferred to the earth via anchors or some other members, such as pier piles or a wharf structure.
6-2.1 Tension Members. The most commonly used tension members in moorings are:
Chain
Synthetic line
Wire rope
Tension bar buoys
6-2.2 Compression Members. The most commonly used compression members in moorings are:
Marine fenders
Fender Piles
Camels
Mooring dolphins
Piers
Wharves
6-3 ANCHORS. Anchors are structures used to transmit mooring loads to the earth. Anchors operate on the basis of soil structure interaction, so their behavior can be complex. Fortunately, the U.S. Navy has extensive experience with full-scale testing of a number of different anchor types in a wide variety of soils and conditions (NCEL Handbook for Marine Geotechnical Engineering). This experience provides a strong basis for design. However, due to the complex nature of structure/soil interaction, it is strongly recommended that anchors always be pull tested to their design load during installation. Design and illustration of some of the common anchor types routinely used are discussed in Chapter 5 of this UFC, and in NCEL Handbook for Marine Geotechnical Engineering.
A brief summary of some anchor experience is given in Table 6-1.
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FACILITY MOORING EQUIPMENT GUIDELINES6-1 INTRODUCTION. Equipment most often used in mooring facilities is discussed in this section.6-2 KEY MOORING COMPONENTS. A mooring is a structure that holds a ship in a position using tension and compression members. The resulting mooring loads are transferred to the earth via anchors or some other members, such as pier piles or a wharf structure.6-2.1 Tension Members. The most commonly used tension members in moorings are:ChainSynthetic lineWire ropeTension bar buoys6-2.2 Compression Members. The most commonly used compression members in moorings are:Marine fendersFender PilesCamelsMooring dolphinsPiersWharves6-3 ANCHORS. Anchors are structures used to transmit mooring loads to the earth. Anchors operate on the basis of soil structure interaction, so their behavior can be complex. Fortunately, the U.S. Navy has extensive experience with full-scale testing of a number of different anchor types in a wide variety of soils and conditions (NCEL Handbook for Marine Geotechnical Engineering). This experience provides a strong basis for design. However, due to the complex nature of structure/soil interaction, it is strongly recommended that anchors always be pull tested to their design load during installation. Design and illustration of some of the common anchor types routinely used are discussed in Chapter 5 of this UFC, and in NCEL Handbook for Marine Geotechnical Engineering.A brief summary of some anchor experience is given in Table 6-1.
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FASILITAS MOORING EQUIPMENT PEDOMAN
6-1 PENDAHULUAN. Peralatan yang paling sering digunakan dalam fasilitas tambat dibahas dalam bagian ini.
6-2 KOMPONEN MOORING KEY. Sebuah mooring adalah struktur yang memegang sebuah kapal dalam posisi menggunakan ketegangan dan kompresi anggota. Beban mooring dihasilkan ditransfer ke bumi melalui jangkar atau beberapa anggota lainnya, seperti tumpukan dermaga atau struktur dermaga.
6-2,1 Ketegangan Anggota. Para anggota ketegangan paling umum digunakan dalam tambatan adalah:
Rantai
Synthetic baris
kawat tali
Ketegangan bar pelampung
6-2,2 Anggota Compression. Para anggota kompresi yang paling umum digunakan dalam tambatan adalah:
fender Kelautan
Fender Piles
Unta
Mooring lumba-lumba
Pelabuhan
Dermaga
6-3 JANGKAR. Jangkar adalah struktur yang digunakan untuk mengirimkan beban mooring ke bumi. Jangkar beroperasi atas dasar interaksi struktur tanah, sehingga perilaku mereka dapat menjadi kompleks. Untungnya, Angkatan Laut AS memiliki pengalaman yang luas dengan pengujian skala penuh dari sejumlah jenis anchor yang berbeda dalam berbagai macam tanah dan kondisi (NCEL Handbook Kelautan Rekayasa Geoteknik). Pengalaman ini memberikan dasar yang kuat untuk desain. Namun, karena sifat kompleks interaksi struktur / tanah, sangat disarankan bahwa jangkar selalu tarikan diuji dengan beban desain mereka selama instalasi. Desain dan ilustrasi dari beberapa jenis anchor umum secara rutin digunakan dibahas dalam Bab 5 UFC ini, dan di NCEL Handbook Kelautan Rekayasa Geoteknik.
Sebuah ringkasan singkat dari beberapa anchor pengalaman diberikan pada Tabel 6-1.
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