1 calculate of quantities Cheats

Calculation of quantities Cheats flat ground: architecture site within the thickness of ± 30cm digging, filling, transmission and leveling.
1, flat ground calculation rules
(1) list of rules: size of the building by design icon floor area calculation.
(2) fixed rules: by design icon size to the building floor area calculation.
2, smooth floor is enumerated
(1) lists the rules of flat ground area: List the rules of flat ground floor building area = area
(2) a fixed area of ​​flat ground rules: the formation of fixed rules site area = floor building area
3, Note
(1), fixed rules in some areas of flat ground area: skin line by putting the 2 m wall calculation. Calculation by putting two meters outside the line of wall graphics sub-block basis, and then combined with the underlying construction area; or press the . In this case the calculation will be as difficult:
①, divided into blocks too much trouble, the arc part of the bad dispose, prone to misdeed.
②, 2 meters of the centerline of calculation is extra perplexing, bad calculations.


③, later putting 2 meters may overlap, in the end how much should be deducted bad calculation.


(2), list price environment, bidders may be necessitated when the actual situation at the scene of the quantities calculated flat ground, putting the length of each side is not the same.


large excavation of earth

1, excavation earthwork calculation rules
(1), list of rules: basic earthworks dug by design icon size to the base area of ​​the bottom cushion by digging deep computing.
(2), fixed rules: handbook or mechanical excavation bottom area of ​​the volume should be calculated by multiplying the depth of excavation. Bottom area should be multiplied by the bottom of the long bottom width, length and width of the bottom is concrete pads outside the line of plus face, should be considered if drainage trenches to drain the outside lines. Drains should be included in the aggregate volume of earthwork. When grading, the grading of earthwork should be combined in the total amount of earthwork.

2, excavation earthwork calculations
(1), menu of rules:
①, calculate the excavation bottom area:
method an, use the bottom ground area + wall skin to the cushion the skin area. Line to the wall outside the area of ​​cushion outside line (by putting the wall outside the line of calculation or by graphical block calculated outside the line of the cushion block area (the same stop of the construction area).
②, calculate the volume of excavation: excavation of the earthwork volume = base area * excavation depth.
(2), fixed rules:
①, the volume calculated using bevel side down at the end of excavation area.
V = 1 / 6 × H × (S + 4 × S on the under + S) calculated the volume of earth (which, S for the area on the bottom, S for the cross-sectional area, S under the next bottom area) . As shown


S = the bottom of the building under the exterior skin of the excavation area + bottom edge of the area (including the face, gutter, grading, etc.).
the same method to calculate the S and S in the next
3, excavation calculations difficult
⑴, calculate excavation area on the lower end when the need to calculate the the center line, centerline calculation is too much trouble (with flat ground).
⑵, cross-sectional area in a bad calculation.
⑶, hard to handle with overlapping areas (with flat ground).
⑷, whether some of the side sloping element incongruous, difficult to knob.
4, a large excavation and foundation trench excavation, excavation of the relationship
bottom width of 3m or less than 3 periods the width and length of bottom area of ​​20m2 or less than those for the geosyncline, and the remaining for the excavation.
house foundation cushion
1, house foundation cushion quantities:
shown, (1), the volume of prime soil cushion (2), the volume of cushion lime (3), the volume of concrete cushion (3) cushion template

2, house-based method of calculating the measure of cushion engineering
⑴, the volume of cushion calculation of prime soil:
use bevel of the formula: prime soil cushion volume = 1 / 6 × H × (S + 4 × S on the under + S) calculated the volume of earth
(which, S for the area on the bottom, S for the cross-sectional area, S under the under the bottom area).
⑵, calculate the volume of cushion lime:
use bevel of the formula: lime cushion volume = 1 / 6 × H × (S + 4 × S on the under + S) calculated the volume of earth
(where, S for the area on the bottom, S for the cross-sectional area, S under the next bottom area).
⑶, calculate the volume of concrete elements: concrete foundation base cushion and divided by the thickness of concrete, concrete thickness of 12cm or less in the implementation of the cushion sub-headings; thickness of 12cm to perform outside the base sub-headings.
cushion cushion volume = area × cushion thickness.
⑷, cushion template calculation:
template = cushion cushion cushion the circumference × height
3, house foundation cushion engineering calculation difficulties
⑴, calculating prime land pad layer of dust on the cushion when the lower end of an area need to calculate the
⑵, cross-sectional area in a bad calculation.
⑶, hard to deal with overlapping areas (with flat ground).
⑷, if some of the side sloping factor inconsistent, difficult to handle.
house foundation
1, the amount of house foundation engineering
shown (1), house-based volume (2), house-based template (4), house foundation beam size (5) house foundation Liang template

2, house foundation engineering enumeration method
⑴, house-based method of calculating the volume
① one: full house the largest area of ​​the bottom base area × full thickness of the base plate - part of multi-operator Triangle-based volume
house the largest area of ​​the bottom floor area + wall area = skin to the area outside the line of packed volume = slope
belt center line circumference × multi-operator part of the triangular cross-sectional area
② The second method of calculation: house foundation house foundation slab dome area × thickness + ladder size
house roof basis of floor area + wall area = skin to house the area outside the line - the width of the area
trapezoidal slope volume = slope length with the center line of trapezoidal cross-sectional area
③ × calculation of the three: the largest area of ​​house foundation house foundation slab base area × thickness + does not play from the side edge bevel size
(2), full house elementary template:
① calculation methods: Tianjin 2004 base price of house construction budget based template basis by the full house in terms of volume of concrete.
② The second method of calculation: in some areas the basis of fixed rules of the house outside the base template = full line, full-length × height + base outside the line of slope center line circumference of the base × full full base slope plagioclase.
(3), full house full house foundation beam
①
foundation beam method of calculating the volume: the volume of house foundation beam = beam length × net clear height
② beam house foundation beam template
calculation methods: Tianjin in 2004 the foundation beam construction budget template by base price house in terms of volume of concrete foundation beam.
calculation of the two: in some areas the basis of fixed rules of the house higher than the full base template = beam length × side of the net base side of the beam above the clear height + full beam head area.
3, house foundation engineering calculation difficulties
⑴, when calculating the volume of house foundation, exterior rind to house portion of the zone outside the line, the tilt of the centerline of the width of some regions such for the length of the diagram is too many trouble (with flat ground).
⑵, the net long foundation beam calculations must consider the abatement of the intersection between the beam problem.
⑶, house foundation beam template calculation must consider the full base and the reduction of the intersection between the beam problem.
strip foundation
1, strip foundation quantities
shown (1), the amount of prime soil cushion Engineering (2), the amount of lime cushion Engineering (3), concrete cushion quantities (4), concrete cushion template (5), the amount of strip foundation engineering: brick base; concrete strip foundation (6), concrete strip foundation template (7), to project the amount of ring beam (8), to ring beam template (9), foundation walls quantities (10) earth-based slot size (11) supported retaining plate quantities (11) bottom drill exploration quantities

2, strip-based calculation method
(1) prime soil cushion quantities
wall of the base prime soil prime soil quantities = wall length of the centerline of the cross-sectional area × prime land
interior of the base prime soil quantities = interior The length of the net long-term prime soil prime soil cross-sectional area ×
(2) the amount of lime cushion works
dust quantities of the base wall = wall centerline length × lime dust within the cross-sectional area
wall of the base walls lime lime works volume = length × dust net long-term cross-sectional area
(3) concrete wall of the cushion quantities
cushion base = base concrete strip foundation concrete wall cushion The centerline length × cross-sectional area of ​​concrete cushion
interior of the cushion base = base concrete strip foundation concrete walls of the net long-term cushion cushion length × cross-sectional area of ​​concrete
(4) strip basic quantities
quantities strip foundation wall = wall length of the center line of strip foundation strip-based cross-sectional area ×
interior strip-based engineering beam = net long strip foundation walls the length of the strip-based cross-sectional area ×
Note: Net long-term basis by computing ① brick walls strip calculation of net long-term concrete strip foundation
② stratified according to the calculation of net long-term
some areas (Tianjin) calculation rules, strip foundation to the top of the line to ring beam, which resulted in the calculation of the wall when the following must be added to the height of + -0.000; strip foundation and a project there are different elevation of the ring beam in the meantime, when computing must distinguish between the wall when the wall of the bottom elevation of the hand causing trouble.
(5), concrete cushion template
① calculation methods: Tianjin 2004 base price of concrete construction budget template by concrete cushion cushion in terms of volume.
② The second method of calculation: fixed the rules in some areas of concrete concrete cushion cushion side template = net concrete cushion length × height
(6), concrete strip foundation template
① calculation methods A: Tianjin 2004 construction budget template by base price concrete strip foundation concrete strip foundation in terms of volume.
② The second method of calculation: in some areas of the fixed rules of the concrete base template = side of the net long concrete strip foundation concrete of the base × height.
(7), to ring beam quantities
wall to quantities = wall ring beam to the center line of the length of the ring beam to the ring beam cross-sectional area ×
interior to the ring beam construction beam = net long walls to the length of ring beam to the ring beam cross-sectional area ×
(8), to ring beam template
① calculation methods: Tianjin 2004 found cost to ring beam construction budget template according to ring beam in terms of volume.
② The second method of calculation: in some areas to fixed rules, template = ring beam to ring beam to the side of the net ring beam length × height
(9) foundation wall quantities
exterior foundation wall of the project volume = exterior wall of the center line of the length of the basic foundation of the wall cross-sectional area ×
interior foundation walls of the interior foundation wall construction beam = length × net long-term foundation of the wall cross-sectional area
(10) based slot earthwork earthwork volume
base slot slot cross-section volume = base area × length
net base slot to slot length of the wall centerline calculated by bottom wall, interior wall to interior wall bottom slot lengths according to the net long terms, according to the icon size width plus the width of the face calculated groove depth to the bottom floor of the natural computing. When grading, the grading of earthwork should be combined in the total amount of earthwork.
(11) supported retaining plate quantities
support retaining plate quantities to calculate the area of ​​the vertical slot, advocate maintaining plate they can not longer calculate the Slope.
(12) bottom drill exploration drill exploration quantities
quantities bottom to bottom of floor area.
3, the calculation of the amount of strip foundation engineering difficulties
⑴ strip layers of the net long-term basis is difficult to calculate the calculate
⑵ strip layers of the net long-term basis, to consider and the exterior intersection of the situation, catching into account the case of intersection with the interior walls, interior walls are normally horizontal part of the calculation, calculation of the vertical part of the destroying, so namely layers of strip foundation element physical net length figure a lot of trouble.
⑶ earthwork calculations take into account face and sloping to calculate deductions too much trouble.
independent foundation
1, independent foundation quantities
(1) the volume of cushion independent foundation (2) Independent volume basis (3), an independent foundation cushion base template (4), an independent foundation template ( 5) The excavation of the earthwork volume (6) bottom drill exploration quantities
2, independent base manual calculation method
⑴, independent basis for the volume of cushion cushion
volume = area × cushion cushion thickness
⑵, independent foundation
cushion cushion template template = circumference × cushion cushion height
⑶, independent foundation based volume = volume
independent volume levels of the sum (with rectangular and Bevel formula)
⑷, independent foundation based template = template
independent layers of template layers circumference × high
(5) the amount of earthwork excavation of earth pit
volume should be based Bottom area is calculated by multiplying the depth of excavation. Pit bottom area should be multiplied by the excavation pit at the end of the long end of the wide, long and wide pit at the end is the concrete pads outside the line of plus face, should be considered if drainage ditches to drain the outside lines. Drains should be included in the total volume of earthwork. When grading, the grading of earthwork should be combined in the total amount of earthwork.
(6) quantities
bottom drill exploration drill exploration quantities bottom to bottom of floor area.
2, independent base quantities of the difficulty of calculating the volume of independent foundation shaped
① bad calculation.
② independent foundation based intersects with other Debits bad calculation.
③ earthwork calculations take into account face and sloping to calculate deductions too much trouble.
pile foundation
1, caps the amount of foundation engineering
(1) caps the volume of cushion base (2) the basis of volume cap (3), stack foundation cushion base template (4) , caps basic template (5) of the earth pit volume (6) bottom drill reconnaissance quantities
2, independent base manual calculation method
⑴, foundation pile volume cushion cushion volume
= area × cushion cushion thickness
⑵, crowns cushion the root of a template template =
cushion cushion cushion circumference × height
⑶, pile foundation based independent volume = volume
layers multiplication volume (with rectangular and bevel formula)
⑷, pile foundation base template = template
independent layers of template layers circumference × high
(5) the amount of excavation earthworks
The volume of earth excavation pit bottom area shall be calculated by multiplying the depth of excavation. Pit bottom area should be multiplied by the excavation pit by the end of the long end of the broad, long and wide pit at the end is the concrete pads outside the line of plus face, should be considered if drainage ditches to drain the outside lines. Drains should be included in the total volume of earthwork. When grading,Lacoste Tennis Trainers, the grading of earthwork should be combined in the total amount of earthwork.
(6) quantities
bottom drill exploration drill exploration quantities bottom to bottom of floor area.
3, caps the amount of basic engineering calculations difficult
① fashioned cap calculated based the volume is not good.
② slab foundation and other basic deductible amount when a bad crossing calculations.
③ earthwork calculations take into account face and sloping to calculate deductions too much trouble.
pile
1, precast reinforced concrete piles made by design icon size in terms of volume, length according to the calculation including the full length of the pile tip, pile tip virtual volume is not deductible.
2, shotcrete by design icon size in terms of volume.
3, reinforced concrete bored piles and drilling muck transport volume by outdoor natural floor to the pile at the end of the length of the pile cross-sectional area multiplied by volume.
4, the pouring of concrete reinforced concrete bored piles the size of the pile length and design according to design super-filling and multiplied by the length of the pile cross-section area in terms of volume.
5, to activity the amount of pre-cast reinforced concrete piles, pile cross-section multiplied by the length in terms of volume the whole pile, the pile peak of the virtual volume is not deductible. Hollow part of the volume of concrete pipe ought be deducted, no including hollow concrete filled pipe used a crowd of.
6, the amount of pile construction, pile by pile cross-section multiplied by the depth in terms of volume. Pile depth for the pile driver machine to the end of the distance between the top of the pile. (The normal ground to design altitude of the pile plus the 50cm distance calculation)
7, the volume of cement mixing pile, pile length multiplied by the design according to the design of pile cross-sectional area in terms of volume.
8, the pouring of concrete diaphragm wall in accordance with design icon size in terms of volume.
earth backfill, earth
1, soil (rock) side backfill by design icon size in terms of volume.
(1) space filling: backfill backfill area multiplied by the average thickness.
(2) interior backfill: net area between the cardinal wall thickness multiplied by the backfill.
(3) foundation backfill: excavation volume minus the outside balcony design laid the basis because the emulating volume (and other architectures, including base cushion).
(4) ditch backfill: excavation volume and diameter less than 200mm cushion the trench volume.
2, dig trough the aboriginal soil backfill quantities, according to the amount of excavation slot calculation by a factor of 0.6.
wall
1, the amount of masonry: brick foundation and walls of department to the premier floor design room floor as the border, interior design based on the following floor, upon the wall; such as walls and When two different materials for the foundation, according to different materials at the boundary.
(1) wall volume: concrete wall; brick wall. (2) concrete wall template (3), concrete wall height of more than 3.6m by price; (4), internal and external scaffolding
2, masonry wall calculation method
⑴ volume = length × width × height - size of window and door openings - wall lintel - wall columns - wall beams
① solid brick wall, hollow brick and stone walls according to design icon size in terms of volume. Net window and door openings, extraordinary holes, vacant surround,Lacoste Canvas Trainers, embedded in the walls of reinforced concrete columns, beams, ring beams, cantilever beam, lintel, and recessed wall alcove, ducts, heating tank, the volume share of the bombard box. Not deduct the first beam, plate pate, purlin head, skids, wooden flute head, onward the edge of the wood, brick, windows and doors to work first, within the reinforced walls, lumber bar, iron, steel, and holes within a single area of ​​0.3m2 share volume. Protruding walls of the waist, cornice, press the top, window line, tiger tiles, doors and windows do not increase the size of sets, stacks of brick wall protruding into the wall volume.
a wall length: according to the center line of walls, interior walls calculation of net long.
b wall height:
i walls: oblique (sloping) roof eaves dome were considered no end to the roof; the roof and ceiling were considered to have outdoor roof truss bottom chords at the end plus 200mm; no ceiling were counted to the roof truss bottom chords at the end plus 300mm, 600mm eaves width than height when calculated in real mystery; count to the flat roof of reinforced concrete slab at the end.
ii walls: in the roof truss bottom chords are, count to the roof truss bottom chords at the end; no roof to the ceiling at the end of those who count plus 100mm; a reinforced concrete floor slab to the top compartment were counted; the framework of the worker to the beam when the beam end.
iii parapet: on the surface of the count from the roof top of the wall surface to the daughter (if any concrete pressure calculated to pressure the top when the top under the surface).
iv inside and outside the gable: their mean height calculation.
v wall: a high count to the top of the lower surface pressure (if any concrete pressure to the top when the count under the pressure of the top surface) wall column into the wall volume.
② situ concrete wall by design icon size in terms of volume. Net components not within the steel, embedded steel share volume, net of window and door openings and holes in a unattached area other than the share volume of 0.3m2, Qiangduo and prominent part of the wall into the inside wall of volume.
a reinforced concrete wall, window and door beginnings should be deducted the share volume.
b the height of the wall press the first layer of laminate plate under the skin epithelial height calculation.
c concrete walls and columns attach, if not famous wall of concrete columns, concrete columns in the calculation of the volume into the wall; such as concrete columns prominent wall, concrete wall the length of the column count to the side, and the wall column connections be counted. d concrete walls and beams connected together, such as concrete beams and beam wall is not famous under no windows and doors (or hole), the volume of concrete beams within the wall into the calculation; prominent wall such as concrete beams or beams under the doors and windows ( or hole), concrete walls and beams should be calculated separately.
⑵ cement wall template = exposed wall area + wall area of ​​the hole calculation rules
Tianjin 2004: concrete, reinforced concrete frame in accordance with the template and the terms of the volume of concrete design and construction icon.
⑶ concrete wall height over 3.6m mushroom in price = concrete wall height of more than 3.6m of the wall volume by the sum of
⑷ scaffolding inside and outside the vertical projection area of ​​the wall. Exterior wall by the length of the scaffolding outside the line of calculations, the length by interior walls scaffolding net long calculations. A high degree of natural floor to the top of the wall by the total height calculation.
3, the hardship of calculating the amount of wall construction
⑴, in the calculation of the wall, you must calculate the suitable amount of the deduction. For example, column or beam width larger than the wall of the case, when calculating the column or beam, column or beam must be considered embedded in the walls of the volume.
⑵, similar to the template.
⑶, concrete wall, the calculation should be calculated separately doors and windows (or hole) and non-windows and doors on the wall (or hole) wall.
4, wafered walls of the compute
⑴, layered wall thickness of the wall and the eccentric is not the same wall were calculated when computing center line;
⑵, when stratified layered wall deductible deductible .
⑶, parapet: on the surface of the count from the roof top of the wall surface to the daughter (if anybody concrete pressure when the count to the top surface under the oppression of the top)
doors and windows
1, doors and windows quantities
⑴, window area : hole area; box surrounding areas.
⑵, the digit of doors and windows
⑶, windows: box surrounding areas.
⑷,Lacoste Zepher MR2 Trainers, sill plate size
⑸, sill plate template
2, doors and windows of quantities method
⑴, window area: zone = chasm cavity chasm width * elevation
box circling areas = ( hole width - frame button size) * (hole height - carton buckle size)
⑵, the number of doors and windows
⑶, windows size = frame nigh areas.
⑷, volume = sill plate sill plate cross-sectional area * sill plate length
⑸, sill plate sill plate at the end of the template = mode + sill plate side of the mold
① sill plate sill plate side of the side-mode = length × width of the exposed sill plate at the bottom sill plate side of the mold
② = length of the side sill plate and sill plate × height
3, windows and doors difficult
engineering calculation calculate the amount of doors and windows itself is not difficult go, the tangible project The difficulty lies in the size of windows and doors leading to other components of another quantities of alteration,Lacoste R75 P2 Trainers, primarily reflected in: ⑴, lintel quantities ⑵, wall quantities ⑶, either inside and outside wall decoration hole quantities
⑷, sill plate quantities and so on.
lintel
1, lintel quantities
(1) lintel size: brick lintel; concrete lintel. (2) concrete lintel template. ⑶ singled out part of the decoration.
4, lintel calculation
⑴, volume
lintel lintel lintel size = over the beam cross-sectional area × length
⑵, lintel lintel template template
area = mode + bottom lintel lintel lintel side-mode
① side-mode = hole net length × width
② lintel lintel lintel lateral mode = side length and height of the lintel ×
⑶, pick out some of the side decoration = lintel beam over the exposed length * width
5, lintel engineering calculation difficult
⑴, rectangular, shaped lintel lintel must be considered when calculating the wall intersects with the position, calculation embedded in the wall volume;
⑵, rectangular, shaped lintel lintel must be eminent when calculating the height and the height of the ring beam and ring beam intersects considered deductions;.
balcony
1, balcony quantities
(1) in-situ plate size balcony. (2),Lacoste Strap Trainers, balcony cast plate template. ⑶ situ balcony plate decoration: the decoration, under renovation. ⑷ tailgate volume: in-situ tailgate; pre-tailgate. ⑸ situ tailgate template. ⑹ situ tailgate decoration: interior, exterior decoration. ⑺ handrails: length or size, decoration. ⑻ every household panel: volume; decoration. ⑼ balcony window area. ⑽ balcony wall decoration.
2, balcony engineering calculation method
⑴ situ balcony plate size: balcony board by design icon size to the wall portion of volume
situ balcony board volume = area * thickness
board If the balcony is fully walled into, the board area among by the wall of the net area calculation; if the balcony have a mutual wall and fence encircled,Lacoste Trainers, the board area calculation: net wall stickers wall area occupied, the tailgate corner computing to tailgate outside line.
⑵ situ balcony board template: balcony plate template plate at the end of the balcony area = mode + balcony plate side of the mold.
⑶ situ balcony plate decoration:
decoration on the plate area
= = under renovation by the wall and fence enclosed area of ​​
⑷ tailgate clearance
tailgate volume volume volume = fence length
centerline cross-sectional area * Note: Length is the centerline between the tailgate and the tailgate of the centerline, and calculation of wall to wall intersection outside
⑸ situ tailgate template
situ tailgate area of ​​the template template + = in-situ cast tailgate tailgate side of the face template and
⑹
situ tailgate inner decoration inside the tailgate net length * = extremely decorated outside
decoration = tailgate outside length * height
⑺ handrails decoration: handrails, railings, fence decorative by design icon size to arm centerline length (including shoulder length) calculation.
volume = balcony railing balcony railing sectional area * balcony handrail handrail fitting centerline length
balcony balcony handrail centerline length = length * decoration.
⑻
each household across the board every home households board volume = height * thickness * length
every household across the center line of household panel board decoration = every household decoration plate centerline length * height * 2
⑼ balcony window area
⑽ terrace wall decoration: the need to deduct doors, windows, doors associated windows, holes, etc.
3, balcony engineering calculation difficulties
⑴, colossal quantities balcony, broken, chaotic, and cozy to omissions.
⑵, size and fitting to consider the calculation of the center line, inside and outside the web long-term; also much distress.
EAVES
1, overhanging cornice quantities
⑴ flat volume; ⑵ cornice plate surface water; ⑶ overhanging flat lower surface decoration; ⑷ EAVES up plate size;
⑸ EAVES up plate decoration; ⑹ EAVES Li-board decoration; ⑺ EAVES ramp volume; ⑻ EAVES ramp and exterior decoration; ⑼ EAVES ramp interior.
2, EAVES engineering method of calculating the amount of flat-panel volume

⑴ cornice cornice cornice flat panel volume = length * centerline cross-sectional area
⑵ overhanging flat plate surface of the water
EAVES EAVES flat plate on the center line of the surface water = length * width + EAVES stand flat plate cornered on the interior edge length * height - up plate centerline * EAVES EAVES EAVES stand flat plate width
⑶ beneath flat surface decoration
EAVES EAVES flat on the center line of the surface water = length * width
⑷ flat plate volume
EAVES EAVES stand up board up board centerline volume = EAVES EAVES up board * cross-sectional area
⑸ EAVES EAVES up board up board
decoration decoration = EAVES up board up board edge length * height
⑹ EAVES EAVES up board up board outside decoration
exterior decoration = EAVES up board up board outside the line length * height + length * EAVES stand board pill thickness
⑺ volume
EAVES EAVES ramp ramp ramp volume = centerline * EAVES EAVES sectional area
⑻ ramp ramp appearance elaboration
EAVES EAVES EAVES ramp volume = ramp centerline * ramp width
⑼ EAVES EAVES
interior ramp ramp volume = EAVES ramp centerline * ramp width
3, EAVES complicated
① engineering calculation calculate floor, vertical board, ascertain the centerline length of the ramp, too much trouble
② internal and external decoration to centerline of appending and subtraction up with half the thickness, is too much trouble.
Awning
1, Awning Awning quantities
⑴ area; ⑵ Awning size; ⑶ awning up board size; ⑷ awning stand-board decoration;
⑸ awning up board interior decoration; ⑹ awning on the decoration; ⑺ awning under renovation.
2, Awning engineering calculation method
⑴ awning area
out awning according to the horizontal projection area of ​​the wall, embedded in the walls of the beam corresponding sub-headings should be another line item calculations.
⑵ awning awning by design icon
volume size to the wall part of the volume. Including the amplified wall of the bracket and the size of awning anti cornice. Beam embedded in the walls of the corresponding sub-headings should be variant line item calculations. Where the wall beamed awning, perform a slab base price.
⑶ awning awning 4 weeks up board size
total vertical height of more than 40cm of concrete canopies were, the whole vertical extension of m calculated by concrete canopies, fulfil tailgate base price.
⑷ awning up board up board outside decoration
awning outside decoration = awning up board up board outside the line length * height + awning up plate length * Thickness
⑸ awning up plate decoration
Awning Awning up board up board decoration = edge length * height
⑹ awning up on the plate decoration on decoration =
Awning Awning Awning length * length - Awning center of the panel stand line * Awning Width
⑺ up under the awning under renovation renovation
Awning Awning length = width * Awning
3, Awning engineering calculation difficult
① calculated awning up board centerline length, more trouble
② awning up inside and outside decoration plate thickness to use up half of the center line of the addition and subtraction, more trouble.