KVPT’s Patan Darbar Earthquake Response Campaign - Work to Date - September 2016

More documents

Info

Taleju Agam North (Mul Cok, Patan Royal Palace Complex) History and Description of Taleju Agams North and South Emergency Repairs after 2011 Earthquake Post-2015-Earthquake Project (Liz Newman)
Page 1:
Nepal Patan Darbar Earthquake Respo
Page 4 and 5:
In acknowledgment of the sincere ef
Page 6 and 7:
Plan of Patan Darbar (Royal Palace
Page 8 and 9:
6
Page 10 and 11:
Map of Patan- World Heritage Site s
Page 13 and 14:
Patan Darbar Earthquake Response Ca
Page 15 and 16:
Preservation Trust moved rapidly to
Page 17 and 18:
order to help the many local and in
Page 19 and 20:
tural and climatic considerations b
Page 21 and 22:
This overview of Campaign Project b
Page 23 and 24:
21
Page 25:
23
Page 29 and 30:
Recapturing Lost Elements — Thoug
Page 31 and 32:
notably the weathering that causes
Page 33 and 34:
The debate has been presented here
Page 35 and 36:
In the summer, more than 20,000 tou
Page 37 and 38:
of the iconic monuments of the coun
Page 39 and 40:
in very exceptional cases. Empty ni
Page 41 and 42:
ological Survey of India to restore
Page 43 and 44:
at present, the replacement of tile
Page 45 and 46:
Department of Archaeology were not
Page 47 and 48:
on caste membership, he is born a c
Page 49 and 50:
Such a process of repair, replaceme
Page 51 and 52:
of the old bricks, new bricks will
Page 53 and 54:
Bibliography (publications cited in
Page 55 and 56:
Typical Seismic Issues in Newar Arc
Page 57 and 58:
Seismic Issues Manual - in Developm
Page 59 and 60:
2. Timber Column Base Connections D
Page 61 and 62:
4. Wood Rot and Rising Damp Descrip
Page 63:
6. Wall Plate Detailing Description
Page 66 and 67:
64
Page 68 and 69:
ening, Programme Director Ranjitkar
Page 70 and 71:
Manimandapa south The rotten base b
Page 72 and 73:
A "Recipe for Restoration," publish
Page 74 and 75:
Patukva Agam Structural improvement
Page 76 and 77:
The Kathmandu Darbar Initiative (19
Page 78 and 79:
Mahavishnu Temple As another compon
Page 80 and 81:
Part III Current Model Projects aft
Page 82 and 83:
ument. (See the July 2016 draft of
Page 84 and 85:
established that the building is on
Page 86 and 87:
Opposite page Manimandapa analysis-
Page 88 and 89:
Alternatively, life safety performa
Page 90 and 91:
Plan drawing of Manimandapas showin
Page 92 and 93:
Manimandpa Base isolation detail sh
Page 94 and 95:
Near right Manimandapa Concept show
Page 96 and 97:
The main goals of this solution are
Page 98 and 99:
cyclical monsoon rains, would be ex
Page 100 and 101:
kicked out at the same time, and th
Page 102 and 103:
100
Page 104 and 105:
Cārnārāyaṇa Temple Northern el
Page 106 and 107:
Cārnārāyaṇa Temple Plan scale
Page 108 and 109:
Cārnārāyaṇa Temple Tripartite
Page 110 and 111:
Page 112 and 113:
Cārnārāyaṇa Temple. Tripartite
Page 114 and 115:
Page 116 and 117:
Char Narayana Temple after earthqua
Page 118 and 119:
Opposite Char Narayana Temple Detai
Page 120 and 121:
The four-stepped cornice is heavily
Page 122 and 123:
Char Narayana Temple Tympanum (tora
Page 124 and 125:
122
Page 126 and 127:
Char Narayana Temple Inspection of
Page 128 and 129:
Left Char Narayana Temple East elev
Page 130 and 131:
Chār Nārāyaṇa Temple: Structur
Page 132 and 133:
Top Cārnārāyaṇa Temple Souther
Page 134 and 135:
Char Narayana Temple Repair / resto
Page 136 and 137:
Char Narayana Temple Southern porta
Page 138 and 139:
Char Narayan Temple The broken part
Page 140 and 141:
138
Page 142 and 143:
140
Page 145 and 146:
Harishankara Temple (Hariśaṅkara
Page 147 and 148:
Harishankara Temple Niels Gutschow
Page 149 and 150:
wall brackets feature seven male fi
Page 151 and 152:
mensions and techniques in order to
Page 153 and 154:
151
Page 155 and 156:
Harishankara Temple Section drawing
Page 157 and 158:
Harishankara Temple A hybrid deity,
Page 159 and 160:
Harishankara Temple The Eight Mothe
Page 161 and 162:
Harishankara Temple Carpenters from
Page 163 and 164:
Opposite Some 300 (of the original
Page 165 and 166:
Harishankara Temple Details of the
Page 167 and 168:
Ground floor The pillars Two of the
Page 169 and 170:
Other For the three eaves, 292 eave
Page 171 and 172:
Harishankara Temple Replication of
Page 173 and 174:
Top Left Cleaning the secondary jam
Page 175 and 176:
Top Left Repair of the cornice abov
Page 177 and 178:
Top Left Replication of two pillars
Page 179 and 180:
Top Left Repair of the stepped oute
Page 181 and 182:
Harishankara Temple Repairing the b
Page 183 and 184:
Top The surviving secondary jamb of
Page 185 and 186:
Top Replacement of the circular mid
Page 187 and 188:
Top Eastern doorway, details of the
Page 189 and 190:
Indra Kaji Shilpakar from Bhaktapur
Page 191 and 192:
The west-north block (bhailakva) ab
Page 193 and 194:
The complete Harishankara pinnacle,
Page 195 and 196:
The deformations on the ring of ām
Page 197 and 198:
Harishankara Temple Salvaged Archit
Page 199 and 200:
Four of the 20 tympana (toraṇa) a
Page 201 and 202:
Four of the 20 tympana (toraṇa) a
Page 203 and 204:
The four corner tympana above the a
Page 205 and 206:
Sixteen medallions featuring the kn
Page 207 and 208:
Four of the eight struts supporting
Page 209 and 210:
Four of sixteen struts of the middl
Page 211 and 212:
Four of sixteen struts of the middl
Page 213 and 214:
Harishankara Temple Twenty-four str
Page 215 and 216:
Harishankara Temple Four of twenty-
Page 217 and 218:
Page 219 and 220:
Page 221 and 222:
Harishankara Temple First level abo
Page 223 and 224:
Harishankara Temple Second level ab
Page 226 and 227:
224
Page 228 and 229:
226
Page 230 and 231:
Harishankara Temple Top right Prepa
Page 232 and 233:
Harishankara Temple Reconstruction
Page 234 and 235:
232 Bibliography Leiner 2010: Leine
Page 236 and 237:
234
Page 238 and 239:
Vishveshvara Temple East side, dama
Page 240 and 241:
Vishveshvara Temple West side, dama
Page 242 and 243:
Vishveshvara Temple Tympana (torana
Page 244 and 245:
Page 246 and 247:
Page 248 and 249:
Vishveshvara Temple - structural re
Page 250 and 251:
“Vishveshvara Temple - structural
Page 252 and 253:
Vishveshvara Temple Shoring concept
Page 254 and 255:
Vishveshvara Temple Shoring concept
Page 256 and 257:
Vishveshvara Temple The replacement
Page 258 and 259:
256
Page 260 and 261:
Patan Darbār Square, looking east
Page 262 and 263:
South Manimaṇḍapa, east (back)
Page 264 and 265:
Top Left Back (east) sides of North
Page 266 and 267:
264
Page 268 and 269:
Clockwise From Above Bijay Basukala
Page 270 and 271:
Tirtha Ram Shilpakar replicating a
Page 272 and 273:
Left Machaman Shilpakar, restoring
Page 274 and 275:
Shyam Krishna Shilpakar saws the te
Page 276 and 277:
South Manimaṇḍapa South elevati
Page 278 and 279:
South Manimaṇḍapa reconstructio
Page 280 and 281:
Top left Original base of a column
Page 282 and 283:
Bhaktapur, Indra Kaji Shilpakar’s
Page 284 and 285:
Left Patan, 28. March 2016 Pushpa R
Page 286 and 287:
Left Bal Krishna Shilpakar and Tirt
Page 288 and 289:
Left Side I of the four-sided colum
Page 290 and 291:
Left Side III of the four-sided col
Page 292 and 293:
Top and Bottom Left Patan, 20 March
Page 294 and 295:
Patan, 15 April 2016 Carved beam en
Page 296 and 297:
South Manimaṇḍapa Shaft detail
Page 298 and 299:
Column Comparison From left to righ
Page 300 and 301:
Top Left Pushpa Raj Shilpakar carve
Page 302 and 303:
Top South Manimaṇḍapa Reinforce
Page 304 and 305:
Patan, 31 March 2016 Inventory of t
Page 306 and 307:
Opposite Inventory of the surviving
Page 308 and 309:
Top South Manimaṇḍapa At ground
Page 310 and 311:
Top South Manimaṇḍapa Detailed
Page 312 and 313:
Left South Manimaṇḍapa Document
Page 314 and 315:
South Manimaṇḍapa Bal Krishna S
Page 316 and 317:
South Manimaṇḍapa A metal fence
Page 318 and 319:
316
Page 320 and 321:
North Manimaṇḍapa North east co
Page 322 and 323:
320
Page 324 and 325:
North Manimaṇḍapa Elevations of
Page 326 and 327:
North Manimaṇḍapa Field measure
Page 328 and 329:
North Manimaṇḍapa Woodcarver ad
Page 330 and 331:
North Manimaṇḍapa The damaged p
Page 332 and 333: Top North Manimaṇḍapa Woodcarve
Page 334 and 335: North Manimaṇḍapa The existing
Page 336 and 337: 3 Panauti, Kirtimukha on the styliz
Page 338 and 339: 7 and 8 South Mandapa Metha nos. 1,
Page 340 and 341: 15 Stylized double roof moulding at
Page 343 and 344: Krishna Temple, 1637 (Kṛṣṇa M
Page 345 and 346: Investigation and Research of Krish
Page 347 and 348: 5 Krishna Temple Ground floor plan
Page 349 and 350: an earthquake. It is only these fou
Page 351 and 352: Right 16 Damaged stone carving 17 D
Page 353 and 354: 26 Stone type no. 1: Probably basal
Page 355 and 356: Krsna templa, restoration project.
Page 357 and 358: Sundari Cok Sundari Cok East Wing (
Page 359 and 360: Sundari Cok East Wing By Niels Guts
Page 361 and 362: Sundari Cok Ground floor and first
Page 363 and 364: Sundari Cok Design for the east win
Page 365 and 366: Sundari Cok The central window of t
Page 367 and 368: Sundari Cok The brickwork of the ea
Page 369 and 370: Sundari Cok The east wing’s court
Page 371 and 372: Sundari Cok Courtyard, view towards
Page 373 and 374: Sundari Cok The ground floor of the
Page 375 and 376: Sundari Cok The cornice of the proj
Page 377 and 378: Sundari Cok East facade of the cour
Page 379 and 380: Sundari Cok East wing, the ridge be
Page 381: Sundari Cok East wing, courtyard fa
Page 385 and 386: Taleju Agam North By Liz Newman His
Page 387 and 388: Taleju Agam North seen from Mul Cok
Page 389 and 390: Top Left Door and window frame weak
Page 391 and 392: 389
Page 393 and 394: Top Taleju Agam North/Mul Cok North
Page 395 and 396: 393
Page 397 and 398: 395
Page 399 and 400: The two upper stories of Taleju Nor
Page 401 and 402: Top Reinstallation of traditional w
Page 403: Taleju North Agam after postearthqu
Page 406 and 407: 404
Page 408 and 409: Left Taleju Agam South before resto
Page 410 and 411: lection of struts except for cleani
Page 412 and 413: Top Left and Right Fabrication and
Page 414 and 415: Top Left and Right The carved middl
Page 416 and 417: Seismic Strengthening/ Structural i
Page 418 and 419: Top South Taleju tower above Mul Co
Page 420 and 421: Top Left South Taleju Tower after r
Page 422 and 423: 420
Page 424 and 425: 422
Page 426 and 427: Lion Pillar of Bhimsen Temple Work
Page 428 and 429: 426
Page 430 and 431: Notes on Post-Earthquake Approval P
Page 432 and 433:
430
Page 434 and 435:
432
Page 436 and 437:
434
Page 438 and 439:
436
Page 440 and 441:
438
Page 442 and 443:
440
Page 444 and 445:
442
Page 446 and 447:
444
Page 448 and 449:
446
Page 450 and 451:
448
Page 452 and 453:
450
Page 455 and 456:
Appendix II Basic Guidelines for th
Page 457 and 458:
ures taken to maintain or enhance t
Page 459 and 460:
technology may be used, with prior
Page 461 and 462:
Guidelines, using good quality mate
Page 463 and 464:
(b) While assessing the damage to a
Page 465 and 466:
of Archaeology may set up a committ
Page 467 and 468:
Kathmandu Valley Preservation Trust
Page 469:
Kathmandu Valley Preservation Trust
show all

KVPT’s Patan Darbar Earthquake Response Campaign - Work to Date - September 2016

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?