Always wanted to express their feelings and words have always wanted to find a home in a way
make friends anytime, anywhere to find me, see my
Today, I opened my room
so Friends anytime, anywhere can look after all what
also allows friends know what they are doing , it is easy to
here as I want my Internet home
are free, Often come to my room around it
now, there is little room for my lonely , give me a shout it, support me!
most important, do not forget to add my friend , so the next time you see me on the more convenient
Also, if you are in the other blog, a diary or photo , you can use QQ Space move tool (
Monday, May 30, 2011
Thursday, May 26, 2011
Wednesday, May 18, 2011
I just want to be your only one, has come with you forever !
If you do not leave , I will certainly not give up ! So and so who know? I may not like your first person,
I may not be your first hand of the person,
I can not hug the person you first,
I may not be your first kiss people,
I can not have your first person,
I can, can, can not you all first.
I know I'm not like you first.
However,
I hope,
pain I can be your first encounter people who want to talk.
happy I can be your first encounter people who want to share.
I could be your first encounter frustration want to be able to rely on the people.
I could be your life after the first one to accompany the people.
I really could be your heart one can be the first man.
Therefore,
set your mind at ease in a first to me,
I would be guarded it closely, Honey, you see that?
I just want to be your only one, has been accompanied by ever you go, the
I do not care if you laugh I will not
if I do not care does not become so fragile
I do not care if I do not care about everything you do if I
do not care I do not think you daze
quiet if I do not care I do not remember every word you say I do not care if
I will not ask you this and that if
I do not care for you I will not heartache
if I do not care I would not ask out of what was going on
things I do not care if I do not always think to hear your voice even just a
If I do not care I do not own one moment of value with you, even if you are indifferent
If I do not care, I will not always help but think of you
if I do not care, I will not every Days are so adhere to my insistence
I do not care if I do not always think our language silly laugh
If I do not care, I would not be so easy to torment yourself
If I do not care about you, I will not not important to the small details with you dispute,
I do not care if I do not often make their heart ache
cranky if I do not care, I will not at my most vulnerableme to tell you everything, even make you feel dull, trivial matters, I will not tell you all the secrets, even the most precious memories of painful or the most
I do not care if you I do not write lengthy text again, or even make you think it is nonsense;
When I care about you, but you do not care about me, I will be gone in your world;
When I care about you time, but you do not care about me, I do not blame you;
just want to accompany you on your way through the next vulnerable time for a rest, you hold up the sky
alone smiled when I thought I would meet
long for the sweet and bitter like chocolate not think you would want to be afraid of You
If you love me
I broadcast to the world I just want to give you true love
I only have two days,
day to day of birth to death.
I have only two days,
hope one day to one day be used to despair.
I have only two days,
one day to love you one day be used to hurt you.
I may not be your first hand of the person,
I can not hug the person you first,
I may not be your first kiss people,
I can not have your first person,
I can, can, can not you all first.
I know I'm not like you first.
However,
I hope,
pain I can be your first encounter people who want to talk.
happy I can be your first encounter people who want to share.
I could be your first encounter frustration want to be able to rely on the people.
I could be your life after the first one to accompany the people.
I really could be your heart one can be the first man.
Therefore,
set your mind at ease in a first to me,
I would be guarded it closely, Honey, you see that?
I just want to be your only one, has been accompanied by ever you go, the
I do not care if you laugh I will not
if I do not care does not become so fragile
I do not care if I do not care about everything you do if I
do not care I do not think you daze
quiet if I do not care I do not remember every word you say I do not care if
I will not ask you this and that if
I do not care for you I will not heartache
if I do not care I would not ask out of what was going on
things I do not care if I do not always think to hear your voice even just a
If I do not care I do not own one moment of value with you, even if you are indifferent
If I do not care, I will not always help but think of you
if I do not care, I will not every Days are so adhere to my insistence
I do not care if I do not always think our language silly laugh
If I do not care, I would not be so easy to torment yourself
If I do not care about you, I will not not important to the small details with you dispute,
I do not care if I do not often make their heart ache
cranky if I do not care, I will not at my most vulnerableme to tell you everything, even make you feel dull, trivial matters, I will not tell you all the secrets, even the most precious memories of painful or the most
I do not care if you I do not write lengthy text again, or even make you think it is nonsense;
When I care about you, but you do not care about me, I will be gone in your world;
When I care about you time, but you do not care about me, I do not blame you;
just want to accompany you on your way through the next vulnerable time for a rest, you hold up the sky
alone smiled when I thought I would meet
long for the sweet and bitter like chocolate not think you would want to be afraid of You
If you love me
I broadcast to the world I just want to give you true love
I only have two days,
day to day of birth to death.
I have only two days,
hope one day to one day be used to despair.
I have only two days,
one day to love you one day be used to hurt you.
Earthwork calculations
1. As shown below, bottom width 1.2m, deepened 1.6m, for the three types of soil
soil, digging grooves on both sides of artificial demand side slope of the relaxation of the number?
】 【solution is known: K = 0.33, h = 1.6m, then:
each side of the cut slope width b = 1.6 × 0.33m = 0.53m
to bottom width of 1.2 m, after the upper opening width grading: (1.2 +0.53 × 2) m = 2.26m
2. a place as shown by Excavation, hold slope, no face, three types of soil. Calculate the integrated base price.
】 【solution tank wall to project the amount of = 1.05 × 1.4 × (21.6 +7.2) × 2m3 = 84.67m3
tank interior to project the amount of = 0.9 × 1.4 × (7.2-1.05) × 3m3 = 23.25m3
geosynclinal pile quantities with = 0.125 × 1.4 × 1.2 × 6m2 = 1.26m3
Total = (84.67 +23.25 +1.26) m3 = 109.18m3
fixed set of subheadings 1-33 ; 1453.23/100m2 × 767.16 = 11148.60 (yuan)
digging slot strip foundation for the building, laying underground pipe in a trench, communication cables and drains, etc excavators
process. Excavation and digging the pit was the end of the size difference, they apply to the construction of the basement, full house foundation, an independent foundation, foundation and other excavation equipment.
3. the basis of a building as shown below, three types of soil, indoor and outdoor height of 0.3 meters.
calculation: (1) manual digging trough integrated base price; (2) the volume of brick base and its comprehensive base price.
volume = base top width of brick base × (design height + fold increase height) × base length (www.129yy.com million million space)
big release foot brick base is to big put discount foot height section layer, the thickness of the wall at different, folded height. Fold increase height of the table below. Table 1 Standard
put foot high brick base foldable big plus height (unit: m)
】 【Solutions (1) Calculate the volume of digging trough: < br> geosyncline geosyncline net length = length + interior wall to the center line of a long trough
; = {[5.00-(0.45 +0.3 +0.1) × 2] + [7 +5 +7 +5]} m = 27.30m
to tank volume = (0.9 +2 × 0.3 +2 × 0.1) × 1.0 × 27.30m3 = 46.41m3
fixed set of subheadings 1-33 1453.23/100m2 × 46.41 = 674.44 (dollars)
(2) calculated based on the size of bricks:
; the project is put foot high brick base Large, placed three feet, bricks, check off the table height was 0.259. Cross-sectional area of brick: (0.259 +1.2) × 0.365 = 0.5325 (m2)
of brick in the wall length = length + outer wall net basis based on the center line of a long
= {(5.0-0.37) + (7 +5 +7 +5)} m = 28.63m
brick base volume basis = basis of cross-sectional area × length = 0.5325 × 28.63m3 = 15.25m3
fixed set of subheadings 3-1 1461.08/10m2 × 15.25 = 2228.15 (RMB)
4. a the basis of the building as shown below, three types of soil, calculation of quantities of artificial digging trough and its comprehensive base price.
【Solutions To calculate the axis of the order by number, from left to right, bottom-up. Based on the merger of the same width.
11,12-axis: the depth of the outdoor ground to the bottom × width × length
= (0.98-0.3) × (0.92 +0.3 × 2) × 9 × 2m3 = 25.99m3
①, ② axis: (0.98-0.3) × (0.92 +0.3 × 2) × (9-0.68) × 2m3 = 24.03m3
③, ④, ⑤, ⑧, ⑨, ⑩ axis:
(0.98-0.3) × (0.92 +0.3 × 2) × (7-0.68-0.3 × 2) × 6m3 = 49.56m3
⑥, ⑦ axis: (0.98-0.3) × (0. 92 +0.3 × 2) × (8.5-0.68-0.3 × 2) × 2m3 = 20.85m3
A, B, C, D, E, F-axis: (0.84-0.3) × (0.68 +0.3 × 2) × [39.6 × 2 + (3.6-0.92)] m3 = 84.89m3
digging trough quantities = (25.99 +24.03 +49.56 +20.85 +84.89) m3 = m3
fixed set of subheadings 1-33 1453.23 / 100m2 × 205.32 = 2983.77 (www.129yy.com million million space)
5. digging a groove cut slope construction as shown below, three types of soil, to calculate the integrated base price.
】 【solution quantities = (1.5 +1.5 +0.594 × 2) × 1.8 ÷ 2 × [(21 ten 12 +15) × 2 + (15-1.5)] m2 = 412.73m2
; set of fixed subheadings 1-34 1530.46 / m2 × 412.73 = 6316.67 (RMB)
6. As shown, seeking support retaining hand-dug trench Board Earthwork (Type II soil) and its comprehensive base price.
】 【Solutions (1) excavation quantities:
(1.4 +0.1 × 2 +0.15 × 2) × 1.5 × (20 +10) × 2m3 = 1.9 × 1.5 × 60m3 = 171.00m3
subheadings 1-29 scale for (767.16 × 1.1) / 100m2 × 171.00 = 1443.03 (RMB)
(2) retaining plate Quantity: 1.5 × 2 × (20 +10) × 2m2 = 3 × 60m2 = 180m2
fixed set of subheadings 1-62 1948.57/100m2 × 180 = 3507.43 (RMB)
manual digging trough fixed, the general category and excavation depth of the soil by a fixed item, works including excavation, loading soil, throwing soil on the tank outside the edge of 1m, repair tank wall, bottom, in the preparation of project budget, there is no geological data, but also difficult to be sure
Zanan dry soil when the soil type, soil Kennedy calculation. When the final account to be adjusted according to actual soil type.
7. digging a square pit as shown, face width of 150, put the slope coefficient of 1:0.25, four types of soil. Find the amount of its engineering and its comprehensive base price.
】 【solutions hold square pit slope formula: V = abH, pit depth 2.8m, slope coefficient of 0.25 release
V = (2.8 +0.15 × 2 +0.25 × 2.8) 2 × 2.8 +1 / 3 × 0.252 × 2.83m3 = 40.89m3
fixed set of subheadings 1-51 2567.43/100m2 × 40.89 = 1049.81 (RMB)
8. As shown, find the Work and General base price. Soil for the three types of soil, a cushion, put a foundation trench slope, slope 0.33.
Solutions】 【Quantity = (2 +0.15 × 2 +2 +0.15 × 2 +1.9 × 0.33 × 2) × 1.9 ÷ 2 × [(9 +7.5 +7.5 +8.4) × 2 + (8.4-2-0.15 × 2) × 2] m3 = 428.22m3
fixed set of subheadings 1-34 1530.46/100m2 × 428.22 = 6553.74 (RMB)
9. of a building based on plans, sections, as shown. Known outdoor design floor the following quantities: cushion volume 2.4m2, brick base volume 16.24m3. Find the level of the building site, excavation, backfill, backfill the heart room, more than the amount of land transport projects (without regard to the transport Watian earth), artificial soil loading dump trucks of earth, distance 300m. Diagram dimensions are in mm of dollars. Grading coefficient K = 0.33, face width c = 300mm.
Solutions】 【flat ground area of F = (a +4) × (6 +4) = (3.2 × 2 +0.24 +4) × (6 +0.24 +4) m2 = 108.95m2
fixed set of subheadings 1-56 218.44/100m2 × 108.95 = 237.99 (dollars)
digging tank volume (by cushion placed under the surface slope calculated)
V1 = H (a +2 c + K × H) L
= 1.5 × (0.8 +2 × 0.3 +0.33 × 1.5) × [(6.4 +6) × 2 + (6-0.4 × 2-0.3 × 2)] m3 = 83.50m3
sets Fixed subheadings 1-33 1453.23/100 m3 × 83.50 = 1213.45 (RMB)
foundation excavation backfill volume
V2 = volume of the outdoor terrace of a masonry laid the following amount = (83.50-2.4- 16.24) m3 = 64.86m3
fixed set of subheadings 1-54 680.64/100m3 × 64.86 = 441.46 (dollars)
Housing heart backfill volume
V3 = indoor surface area × h = (3.2 -0.24) × (6-0.24) × 2 × 0.27m3 = 9.21m3
fixed set of subheadings 1-54 680.64/100 m3 × 9.21 = 62.69 (dollars)
soil transport volume of more than
V4 = volume of excavation backfill a volume basis - Housing heart backfill volume = (83.50-64.86-9.21) m3 = 9.43m3
fixed set of subheadings 1-136 1272.04/100 m3 × 9.43 = 117.15 (yuan)
10. a basic structure for the full house foundations, foundation cushion for the plain concrete, the outside line length and width dimensions of the direction of 8.04m and 5.64m, cushion thickness of 20cm, the top surface elevation of a cushion 4.55 m, outdoor floor elevation of 0.65m, often underground water level elevation-3.50m, where the soil type for the three types of soil, artificial excavation, calculate excavation quantities.
】 【solution shown Foundation, foundation often buried to the ground water level below the pit with dry, wet soil, should be calculated separately:
(1) wet and dry soil dug total:
look-up table was k = 0.33, k2h3 = × 0.332 × 3.93 = 2.15, set cushion part of the earthwork for the V1, the amount of cushion for the excavation of more than V2, the total earth as V0, then V0 = Vl + V2 = a × b × 0.2 + (a + k × h) (b + k × h) × h + k2h3
= (8.04 × 5.64 × 0.2 +9.327 × 6.927 × 3.9 +2.15) m3 = (9.07 +254.12) m3 < br> = 263.19m3
(2) cut the amount of wet soil:
click the image, put the wet slope part of the digging depth of 1.05m, the report k2h3 = 0.042, wet set amount of V3, the
V3 = V1 + (8.04 +0.33 × 1.05) (5.64 +0.33 × 1.05) × 1.05 +0.042
= (907 +8.387 × 5.987 × 1.05 +0.042) m3 = 61.84m3
1-5 for a fixed subdirectory (1111.76 +668.01 × 0.18) / 100m2 × 61.84 = 761.87 (dollars)
(3) the amount of dry soil dug V4:
V4 = Vo-V3 = (263.19-61.84) m3 = 201.35m3 fixed set of subheadings 1-5 1111.76/100m2
soil, digging grooves on both sides of artificial demand side slope of the relaxation of the number?
】 【solution is known: K = 0.33, h = 1.6m, then:
each side of the cut slope width b = 1.6 × 0.33m = 0.53m
to bottom width of 1.2 m, after the upper opening width grading: (1.2 +0.53 × 2) m = 2.26m
2. a place as shown by Excavation, hold slope, no face, three types of soil. Calculate the integrated base price.
】 【solution tank wall to project the amount of = 1.05 × 1.4 × (21.6 +7.2) × 2m3 = 84.67m3
tank interior to project the amount of = 0.9 × 1.4 × (7.2-1.05) × 3m3 = 23.25m3
geosynclinal pile quantities with = 0.125 × 1.4 × 1.2 × 6m2 = 1.26m3
Total = (84.67 +23.25 +1.26) m3 = 109.18m3
fixed set of subheadings 1-33 ; 1453.23/100m2 × 767.16 = 11148.60 (yuan)
digging slot strip foundation for the building, laying underground pipe in a trench, communication cables and drains, etc excavators
process. Excavation and digging the pit was the end of the size difference, they apply to the construction of the basement, full house foundation, an independent foundation, foundation and other excavation equipment.
3. the basis of a building as shown below, three types of soil, indoor and outdoor height of 0.3 meters.
calculation: (1) manual digging trough integrated base price; (2) the volume of brick base and its comprehensive base price.
volume = base top width of brick base × (design height + fold increase height) × base length (www.129yy.com million million space)
big release foot brick base is to big put discount foot height section layer, the thickness of the wall at different, folded height. Fold increase height of the table below. Table 1 Standard
put foot high brick base foldable big plus height (unit: m)
】 【Solutions (1) Calculate the volume of digging trough: < br> geosyncline geosyncline net length = length + interior wall to the center line of a long trough
; = {[5.00-(0.45 +0.3 +0.1) × 2] + [7 +5 +7 +5]} m = 27.30m
to tank volume = (0.9 +2 × 0.3 +2 × 0.1) × 1.0 × 27.30m3 = 46.41m3
fixed set of subheadings 1-33 1453.23/100m2 × 46.41 = 674.44 (dollars)
(2) calculated based on the size of bricks:
; the project is put foot high brick base Large, placed three feet, bricks, check off the table height was 0.259. Cross-sectional area of brick: (0.259 +1.2) × 0.365 = 0.5325 (m2)
of brick in the wall length = length + outer wall net basis based on the center line of a long
= {(5.0-0.37) + (7 +5 +7 +5)} m = 28.63m
brick base volume basis = basis of cross-sectional area × length = 0.5325 × 28.63m3 = 15.25m3
fixed set of subheadings 3-1 1461.08/10m2 × 15.25 = 2228.15 (RMB)
4. a the basis of the building as shown below, three types of soil, calculation of quantities of artificial digging trough and its comprehensive base price.
【Solutions To calculate the axis of the order by number, from left to right, bottom-up. Based on the merger of the same width.
11,12-axis: the depth of the outdoor ground to the bottom × width × length
= (0.98-0.3) × (0.92 +0.3 × 2) × 9 × 2m3 = 25.99m3
①, ② axis: (0.98-0.3) × (0.92 +0.3 × 2) × (9-0.68) × 2m3 = 24.03m3
③, ④, ⑤, ⑧, ⑨, ⑩ axis:
(0.98-0.3) × (0.92 +0.3 × 2) × (7-0.68-0.3 × 2) × 6m3 = 49.56m3
⑥, ⑦ axis: (0.98-0.3) × (0. 92 +0.3 × 2) × (8.5-0.68-0.3 × 2) × 2m3 = 20.85m3
A, B, C, D, E, F-axis: (0.84-0.3) × (0.68 +0.3 × 2) × [39.6 × 2 + (3.6-0.92)] m3 = 84.89m3
digging trough quantities = (25.99 +24.03 +49.56 +20.85 +84.89) m3 = m3
fixed set of subheadings 1-33 1453.23 / 100m2 × 205.32 = 2983.77 (www.129yy.com million million space)
5. digging a groove cut slope construction as shown below, three types of soil, to calculate the integrated base price.
】 【solution quantities = (1.5 +1.5 +0.594 × 2) × 1.8 ÷ 2 × [(21 ten 12 +15) × 2 + (15-1.5)] m2 = 412.73m2
; set of fixed subheadings 1-34 1530.46 / m2 × 412.73 = 6316.67 (RMB)
6. As shown, seeking support retaining hand-dug trench Board Earthwork (Type II soil) and its comprehensive base price.
】 【Solutions (1) excavation quantities:
(1.4 +0.1 × 2 +0.15 × 2) × 1.5 × (20 +10) × 2m3 = 1.9 × 1.5 × 60m3 = 171.00m3
subheadings 1-29 scale for (767.16 × 1.1) / 100m2 × 171.00 = 1443.03 (RMB)
(2) retaining plate Quantity: 1.5 × 2 × (20 +10) × 2m2 = 3 × 60m2 = 180m2
fixed set of subheadings 1-62 1948.57/100m2 × 180 = 3507.43 (RMB)
manual digging trough fixed, the general category and excavation depth of the soil by a fixed item, works including excavation, loading soil, throwing soil on the tank outside the edge of 1m, repair tank wall, bottom, in the preparation of project budget, there is no geological data, but also difficult to be sure
Zanan dry soil when the soil type, soil Kennedy calculation. When the final account to be adjusted according to actual soil type.
7. digging a square pit as shown, face width of 150, put the slope coefficient of 1:0.25, four types of soil. Find the amount of its engineering and its comprehensive base price.
】 【solutions hold square pit slope formula: V = abH, pit depth 2.8m, slope coefficient of 0.25 release
V = (2.8 +0.15 × 2 +0.25 × 2.8) 2 × 2.8 +1 / 3 × 0.252 × 2.83m3 = 40.89m3
fixed set of subheadings 1-51 2567.43/100m2 × 40.89 = 1049.81 (RMB)
8. As shown, find the Work and General base price. Soil for the three types of soil, a cushion, put a foundation trench slope, slope 0.33.
Solutions】 【Quantity = (2 +0.15 × 2 +2 +0.15 × 2 +1.9 × 0.33 × 2) × 1.9 ÷ 2 × [(9 +7.5 +7.5 +8.4) × 2 + (8.4-2-0.15 × 2) × 2] m3 = 428.22m3
fixed set of subheadings 1-34 1530.46/100m2 × 428.22 = 6553.74 (RMB)
9. of a building based on plans, sections, as shown. Known outdoor design floor the following quantities: cushion volume 2.4m2, brick base volume 16.24m3. Find the level of the building site, excavation, backfill, backfill the heart room, more than the amount of land transport projects (without regard to the transport Watian earth), artificial soil loading dump trucks of earth, distance 300m. Diagram dimensions are in mm of dollars. Grading coefficient K = 0.33, face width c = 300mm.
Solutions】 【flat ground area of F = (a +4) × (6 +4) = (3.2 × 2 +0.24 +4) × (6 +0.24 +4) m2 = 108.95m2
fixed set of subheadings 1-56 218.44/100m2 × 108.95 = 237.99 (dollars)
digging tank volume (by cushion placed under the surface slope calculated)
V1 = H (a +2 c + K × H) L
= 1.5 × (0.8 +2 × 0.3 +0.33 × 1.5) × [(6.4 +6) × 2 + (6-0.4 × 2-0.3 × 2)] m3 = 83.50m3
sets Fixed subheadings 1-33 1453.23/100 m3 × 83.50 = 1213.45 (RMB)
foundation excavation backfill volume
V2 = volume of the outdoor terrace of a masonry laid the following amount = (83.50-2.4- 16.24) m3 = 64.86m3
fixed set of subheadings 1-54 680.64/100m3 × 64.86 = 441.46 (dollars)
Housing heart backfill volume
V3 = indoor surface area × h = (3.2 -0.24) × (6-0.24) × 2 × 0.27m3 = 9.21m3
fixed set of subheadings 1-54 680.64/100 m3 × 9.21 = 62.69 (dollars)
soil transport volume of more than
V4 = volume of excavation backfill a volume basis - Housing heart backfill volume = (83.50-64.86-9.21) m3 = 9.43m3
fixed set of subheadings 1-136 1272.04/100 m3 × 9.43 = 117.15 (yuan)
10. a basic structure for the full house foundations, foundation cushion for the plain concrete, the outside line length and width dimensions of the direction of 8.04m and 5.64m, cushion thickness of 20cm, the top surface elevation of a cushion 4.55 m, outdoor floor elevation of 0.65m, often underground water level elevation-3.50m, where the soil type for the three types of soil, artificial excavation, calculate excavation quantities.
】 【solution shown Foundation, foundation often buried to the ground water level below the pit with dry, wet soil, should be calculated separately:
(1) wet and dry soil dug total:
look-up table was k = 0.33, k2h3 = × 0.332 × 3.93 = 2.15, set cushion part of the earthwork for the V1, the amount of cushion for the excavation of more than V2, the total earth as V0, then V0 = Vl + V2 = a × b × 0.2 + (a + k × h) (b + k × h) × h + k2h3
= (8.04 × 5.64 × 0.2 +9.327 × 6.927 × 3.9 +2.15) m3 = (9.07 +254.12) m3 < br> = 263.19m3
(2) cut the amount of wet soil:
click the image, put the wet slope part of the digging depth of 1.05m, the report k2h3 = 0.042, wet set amount of V3, the
V3 = V1 + (8.04 +0.33 × 1.05) (5.64 +0.33 × 1.05) × 1.05 +0.042
= (907 +8.387 × 5.987 × 1.05 +0.042) m3 = 61.84m3
1-5 for a fixed subdirectory (1111.76 +668.01 × 0.18) / 100m2 × 61.84 = 761.87 (dollars)
(3) the amount of dry soil dug V4:
V4 = Vo-V3 = (263.19-61.84) m3 = 201.35m3 fixed set of subheadings 1-5 1111.76/100m2
Mouth cheap taught you how to deal with people
A word to each other to the silent classic quotations choke1. No matter what the caller said, you answer: There are root vegetables and your teeth! If the caller said: Nonsense, today I did not eat vegetables! You're surprised to say: The original was yesterday! And so on. . . . . . .
2. or just the topic. If people say you can say: You want to eat it? I can pull for you! (That is a bit sick!)
3. The other party to call you: (all curse swearing)! You have to answer: What are you doing introduce yourself?
4. the other side, said: Notre Dame lack of a bell, you go! You feel that to answer: how, do you ever quit? (Said to have culture)
5. Have time to see two people arguing, a shorter than B, but B Bijia fat. A curse: You die fat! B calmly said: fat is a temporary thing, short is a lifetime thing!
6. there is a class of students to cause trouble. Teacher: I have never seen students like you! Student: I see you as a teacher and more! (Well, you know like, do not really like your teacher said so 。。。。。。。)< br> 7. A: Do you think me an idiot ah! B: ah? ~ So you are not ah!
8. what's the use handsome ah! To the bank with a face card?
9. listen to you talk, a sense of superiority wells on IQ!
10. for a long time cattle can not hear someone blowing so delightful!
11. to know that you will not have my peace of mind!
12. any natural intelligence is no match for this fool you.
13. even cook x (some object), but also met the beetles one day. So you need not to worry about today, there are too many of their own.
14. I am sorry, you cheap laugh.
15. You look lovely inspirational!
16. You say you dressed so cool that I was so relieve inflammation!
17. not at my grave and cry, dirty reincarnation of my way!
18. face first, the powerless.
19. Today you woke up, my pillow lay a mosquito, next to a Will: I struggled for a night, I discredited your nerve to live in this world. Lord ah! Forgive him, I was suicidal!
20. Confucius can not solve the problem, I help you solve!
21. Get out of here, non-stop rolling. . . . . . . . . . . . . . .
22. While your body spray perfume, but I can smell the faint smell of an scum.
23. you walk your red carpet, I had my zebra!
24. you were not smart, they also learn in excellent shape!
25. You're not ugly, but beauty is not obvious!
2. or just the topic. If people say you can say: You want to eat it? I can pull for you! (That is a bit sick!)
3. The other party to call you: (all curse swearing)! You have to answer: What are you doing introduce yourself?
4. the other side, said: Notre Dame lack of a bell, you go! You feel that to answer: how, do you ever quit? (Said to have culture)
5. Have time to see two people arguing, a shorter than B, but B Bijia fat. A curse: You die fat! B calmly said: fat is a temporary thing, short is a lifetime thing!
6. there is a class of students to cause trouble. Teacher: I have never seen students like you! Student: I see you as a teacher and more! (Well, you know like, do not really like your teacher said so 。。。。。。。)< br> 7. A: Do you think me an idiot ah! B: ah? ~ So you are not ah!
8. what's the use handsome ah! To the bank with a face card?
9. listen to you talk, a sense of superiority wells on IQ!
10. for a long time cattle can not hear someone blowing so delightful!
11. to know that you will not have my peace of mind!
12. any natural intelligence is no match for this fool you.
13. even cook x (some object), but also met the beetles one day. So you need not to worry about today, there are too many of their own.
14. I am sorry, you cheap laugh.
15. You look lovely inspirational!
16. You say you dressed so cool that I was so relieve inflammation!
17. not at my grave and cry, dirty reincarnation of my way!
18. face first, the powerless.
19. Today you woke up, my pillow lay a mosquito, next to a Will: I struggled for a night, I discredited your nerve to live in this world. Lord ah! Forgive him, I was suicidal!
20. Confucius can not solve the problem, I help you solve!
21. Get out of here, non-stop rolling. . . . . . . . . . . . . . .
22. While your body spray perfume, but I can smell the faint smell of an scum.
23. you walk your red carpet, I had my zebra!
24. you were not smart, they also learn in excellent shape!
25. You're not ugly, but beauty is not obvious!
Monday, May 16, 2011
Finally put together the 56 ethnic groups of fine clothing ( welcome to reprint )
Manchu Hui Han Mongolian Tibetan
Naxi Kazak Zhuang
Tujia Pumi
Buyi Jino Wa ; De'ang Dong
;
Dai Yugur Bai Tu Jingpo
Ozbek Blang ethnic Tatar door ; Aquarium
Yao Li Dulong ; Korean Hani
Bonan Oroqen Hezhen Family Lhoba Gaoshan
Dongxiang Russian Salar ethnic Xibe Achang
;
Qiang Daur Uygur Yi Lisu < br>
< br> Gelao difficult family Jing Mao Tajik Nu
< br> She Kirgiz Lahu Mulam Ewenki
Miao
Naxi Kazak Zhuang
Tujia Pumi
Buyi Jino Wa ; De'ang Dong
;
Dai Yugur Bai Tu Jingpo
Ozbek Blang ethnic Tatar door ; Aquarium
Yao Li Dulong ; Korean Hani
Bonan Oroqen Hezhen Family Lhoba Gaoshan
Dongxiang Russian Salar ethnic Xibe Achang
;
Qiang Daur Uygur Yi Lisu < br>
< br> Gelao difficult family Jing Mao Tajik Nu
< br> She Kirgiz Lahu Mulam Ewenki
Miao
Monday, May 2, 2011
See if you have any valuable coins at home
1957 1 point 1 per
1960 on 1 min 80
1962 on 1 min 30 per
1965 points on 1 on 1
1966 350 180
1967 points 1 min 350 years on 1 min
1968
1969 88 minutes on 1 on 1
1977 150 320 yuan
1981 points on 1 min 5 yuan
1988 300 minutes on 1
1989 points on 1
1990 150 180 on 1 min on 1 min
1995 0.5 yuan
1955年2 points 15 per
1957年2 points 2 yuan
1958年2 min 90
1959年2 minutes 0.5 yuan
1966年2 points 50
1967年2 points 90
1968年2 points 300 points
1970年2 180 < br> 1971年2 points 300 points
1972年2 260 yuan
1973年2 hours 2 minutes 15 yuan 50 yuan in 1980
1960 on 1 min 80
1962 on 1 min 30 per
1965 points on 1 on 1
1966 350 180
1967 points 1 min 350 years on 1 min
1968
1969 88 minutes on 1 on 1
1977 150 320 yuan
1981 points on 1 min 5 yuan
1988 300 minutes on 1
1989 points on 1
1990 150 180 on 1 min on 1 min
1995 0.5 yuan
1955年2 points 15 per
1957年2 points 2 yuan
1958年2 min 90
1959年2 minutes 0.5 yuan
1966年2 points 50
1967年2 points 90
1968年2 points 300 points
1970年2 180 < br> 1971年2 points 300 points
1972年2 260 yuan
1973年2 hours 2 minutes 15 yuan 50 yuan in 1980
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