CN102261184B - Method for building anti-seismic storied building by utilizing steel wire mesh frame polystyrene sandwich plates - Google Patents
Method for building anti-seismic storied building by utilizing steel wire mesh frame polystyrene sandwich plates Download PDFInfo
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- CN102261184B CN102261184B CN 201010180332 CN201010180332A CN102261184B CN 102261184 B CN102261184 B CN 102261184B CN 201010180332 CN201010180332 CN 201010180332 CN 201010180332 A CN201010180332 A CN 201010180332A CN 102261184 B CN102261184 B CN 102261184B
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Abstract
The invention discloses a method for building an anti-seismic storied building by utilizing steel wire mesh frame polystyrene sandwich plates and relates to a method for building a storied building, which can solve the problems that a wall body of the existing storied building can not bear loads, the treatment of joints of wall plates is poor and the anti-seismic requirements can not be achieved. The method comprises the following steps: 1) laying a foundation; 2) laying a ground ring beam on the foundation; 3) mounting a lower-layer wall body between two embedded parts; 4) mounting a lower-layer window hole, buckling a U-shaped strengthening net on each side surface of the lower-layer window hole and arranging strengthening net strips at junctions of the U-shaped strengthening nets which are transversely arranged and the U-shaped strengthening nets which are vertically arranged respectively; 5) mounting a lower-layer door hole, buckling the U-shaped strengthening net on each side surface of the lower-layer door hole except the bottom surface and arranging the strengthening net strips at the junctions of the U-shaped strengthening nets which are transversely arranged and the U-shaped strengthening nets which are vertically arranged; 6) mounting a layer of shed roof; 7) mounting an upper-layer wall body; 8) mounting an upper-layer window hole; 9) mounting an upper-layer door hole; and 10) mounting a top-layer shed roof 7. The method is used for building the anti-seismic storied building.
Description
Technical field
The present invention relates to a kind of construction method of building.
Background technology
Body of wall and the refractory slab of existing energy saving building building all adopt reinforced concrete frame or steel work load-bearing, its body of wall can not independent weight bearing, the wallboard joint treatment is bad, after surviving, crackle is general, can not do special reinforcement and process, and can not do floor and stair, do not reach the national regulation floor and carry requirement outward, and overall performance is bad, do not reach shockproof requirements, meet ruinous earthquake and do not guarantee people's lives and properties.
Summary of the invention
The objective of the invention is body of wall for solving existing energy saving building building can not independent weight bearing, the wallboard joint treatment is bad, can not do floor, does not reach the national regulation floor and carries requirement outward, do not reach the problem of shockproof requirements, provide a kind of steel wire mesh frame polystyrene sandwiched plate that utilizes to build
antidetonationthe method of building.
Preparation method with double energy-saving insulating architectural section of vacuum liner of the present invention, described method is achieved in that step 1, lays the foundations, step 2, on ground, beat ground collar tie beam, each ground collar tie beam is provided with two row built-in fittings, and the parallel setting of staggering of two row built-in fittings, spacing between each built-in fitting in every row built-in fitting is 550mm～650mm, and an end of built-in fitting is embedded in the ground collar tie beam, the other end of built-in fitting is exposed at geosphere beam outside outward, and the height H that is exposed at the built-in fitting of geosphere beam outside outward is 340mm～360mm, and the distance between two built-in fittings equates with the thickness of lower floor's body of wall, step 3, lower floor's body of wall is installed between two built-in fittings, is reserved lower floor's window hole and lower floor's door opening when lower floor's body of wall is installed, step 4, lower floor's window hole is installed: on each side of lower floor's window hole along length direction two reinforcing bars that be arranged in parallel, fasten U-shaped reinforcing mat is arranged on each side of lower floor's window hole, by U-shaped reinforcing mat and reinforcing bar with the lower floor body of wall together with No. 22 thin wire colligations, during colligation, the medial surface that U-shaped reinforcing mat and reinforcing bar are adjacent is close on reinforcing bar, the U-shaped reinforcing mat medial surface adjacent with lower floor's body of wall is 9mm～11mm apart from the spacing of lower floor's body of wall, the U-shaped reinforcing mat of each lateral arrangement and each vertical U-shaped reinforcing mat junction of arranging are provided with one and strengthen guipure, and strengthening guipure arranges from the horizontal by the 45o angle, strengthen guipure with the lower floor body of wall together with No. 22 thin wire colligations, its colligation point is 50% of the grid on lower floor's body of wall, step 5, lower floor's door opening is installed: on each side of lower floor's door opening along length direction two reinforcing bars that be arranged in parallel, fasten U-shaped reinforcing mat is arranged on lower floor's door opening other each side except bottom surface, by U-shaped reinforcing mat and reinforcing bar with the lower floor body of wall together with No. 22 thin wire colligations, during colligation, the medial surface that U-shaped reinforcing mat and reinforcing bar are adjacent is close on reinforcing bar, the U-shaped reinforcing mat medial surface adjacent with lower floor's body of wall is 9mm～11mm apart from the spacing of lower floor's body of wall, the U-shaped reinforcing mat of lateral arrangement and each vertical U-shaped reinforcing mat junction of arranging are provided with one and strengthen guipure, and strengthening guipure arranges from the horizontal by the 45o angle, strengthen guipure with the lower floor body of wall together with No. 22 thin wire colligations, its colligation point is 50% of the grid on lower floor's body of wall, step 6, one deck ceiling is installed: several supports first are installed between one deck ceiling and ground, several supports are along length direction and the uniform setting of width in room, the spacing 800mm of each support, several flitches are along the length direction setting in room, and several flitches are laid on respectively on the upper surface of support, one deck ceiling is laid on flitch, room Nei lower floor body of wall and one deck ceiling junction are provided with inner corner trim and strengthen guipure, inner corner trim is strengthened together with No. 22 thin wire colligations of guipure and lower floor's body of wall employing, its colligation point is 50% of the grid on lower floor's body of wall, according to from top to bottom, the outer order of first wall inner back wall is smeared pea gravel concreten by lower floor's body of wall spray, according to by the mind-set surrounding, after first ceiling inner face, the order of ceiling outside is smeared the C30 pea gravel concreten by the spray of one deck ceiling, until the pea gravel concreten on lower floor's body of wall and one deck ceiling reach design strength 80% after remove and support and flitch, then smear mortar on the interior metope of lower floor's body of wall and wall face, step 7, the upper strata body of wall is installed: room Nei upper strata body of wall and one deck ceiling junction are provided with inner corner trim and strengthen guipure, inner corner trim strengthen guipure with the upper strata body of wall together with No. 22 thin wire colligations, its colligation point is 50% of the grid on the body of wall of upper strata, the external wall seam crossing of lower floor's body of wall and body of wall junction, upper strata is coated with straight reinforcement guipure, straight strengthen guipure with the lower floor body of wall together with No. 22 thin wire colligations of upper strata body of wall employing, its colligation point is 100% of the grid on lower floor's body of wall and upper strata body of wall, when being installed, the upper strata body of wall reserves upper strata window hole and upper strata door opening, step 8, installation upper strata window hole: the same step 4 of mounting method, step 9, installation upper strata door opening: the same step 5 of mounting method, step 10, the top layer ceiling is installed: between the first ground corresponding with it at the top layer ceiling, several supports are installed, several supports are along length direction and the uniform setting of width in room, the spacing 800mm of each support, several flitches are along the length direction setting in room, and several flitches are laid on respectively on the upper surface of support, the top layer ceiling is laid on flitch, room Nei upper strata body of wall and top layer ceiling junction are provided with inner corner trim and strengthen guipure, together with inner corner trim is strengthened guipure and the upper strata body of wall is adopted No. 22 thin wire colligations, its colligation point is 50% of the grid on the body of wall of upper strata, according to from top to bottom, the outer order of first wall inner back wall is smeared pea gravel concreten by the spray of upper strata body of wall, according to by the mind-set surrounding, after first ceiling inner face, the order of ceiling outside is smeared the C30 pea gravel concreten by the spray of top layer ceiling, until the pea gravel concreten on upper strata body of wall and top layer ceiling reach design strength 80% after remove and support and flitch, then smear mortar on the interior metope of upper strata body of wall and wall face, step 11, room Wai upper strata body of wall and top layer ceiling junction are provided with external corner and strengthen guipure, and together with external corner is strengthened guipure and the upper strata body of wall is adopted No. 22 thin wire colligations, its colligation point is 50% of the grid on the body of wall of upper strata, above-mentioned steps after completing is
antidetonationbuilding has been built.
The invention has the beneficial effects as follows:
One, do body of wall because the present invention adopts the steel wire mesh frame polystyrene sandwiched plate, at tension pressure zones such as window hole, door opening and floors, arrangement of reinforcement 13 is arranged, make that the building load-bearing property is high, overall performance good, shock resistance is good.
Two, cost of the present invention low, save man-hour, energy-conserving and environment-protective, be more suitable for the marketing application.
Three, the invention solves similar energy-conservation environmental protection wall can not independent weight bearing, can not do floor, can not do the problem of stair.
Four, the present invention has shortened the job site duration, has reduced cost, and overall performance, the anti-seismic performance of building itself improve greatly, as ruinous earthquake also can not make building, does not collapse, and makes property loss drop to minimum point.
The accompanying drawing explanation:
Fig. 1 be the specific embodiment one build the step schematic diagram by laying bricks or stones, Fig. 2 is the mounting structure schematic diagram of lower floor's window hole in step 3 in embodiment one, Fig. 3 is the mounting structure schematic diagram of lower floor's door opening in step 3 in embodiment one, Fig. 4 directly strengthens the structural representation of guipure 9 in step 7 in the specific embodiment one, Fig. 5 is step 7 in the specific embodiment one, in step 8 and step 12, inner corner trim is strengthened the structural representation of guipure 8, Fig. 6 is the structural representation of U-shaped reinforcing mat 11 in step 4 and step 5 in the specific embodiment one, Fig. 7 is the structural representation of external corner reinforcing mat band 10 in step 13 in the specific embodiment one, Fig. 8 strengthens the structural representation of guipure 14 in step 4 and step 5 in the specific embodiment one, Fig. 9 is the A-A sectional view of Fig. 1, Figure 10 installs the structural representation of several supports 18 and several flitch 19 between one deck ceiling 5 and ground in step 6 in the specific embodiment one.
The specific embodiment:
The specific embodiment one: in conjunction with Fig. 1 ~ Figure 10, present embodiment is described, present embodiment realizes by following steps: step 1, lay the foundations 1, step 2, on ground 1, beat ground collar tie beam 2, each ground collar tie beam 2 is provided with two row built-in fittings 3, and the parallel setting of staggering of two row built-in fittings 3, spacing between each built-in fitting 3 in every row built-in fitting 3 is 550mm～650mm, and an end of built-in fitting 3 is embedded in ground collar tie beam 2, the other end of built-in fitting 3 is exposed at geosphere beam 2 outsides outward, and the height H that is exposed at the built-in fitting 3 of geosphere beam 2 outsides outward is 340mm～360mm, and the distance between two built-in fittings 3 equates with the thickness of lower floor body of wall 4, step 3, lower floor's body of wall 4 is installed between two built-in fittings 3, is reserved lower floor's window hole and lower floor's door opening when lower floor's body of wall 4 is installed, step 4, lower floor's window hole is installed: on each side of lower floor's window hole along length direction two reinforcing bars 13 that be arranged in parallel, fasten U-shaped reinforcing mat 11 is arranged on each side of lower floor's window hole, together with No. 22 thin wire colligations of U-shaped reinforcing mat 11 and reinforcing bar 13 and lower floor's body of wall 4 use, during colligation, U-shaped reinforcing mat 11 medial surface adjacent with reinforcing bar 13 is close on reinforcing bar 13, U-shaped reinforcing mat 11 medial surface adjacent with lower floor's body of wall 4 is 9mm～11mm apart from the spacing of lower floor's body of wall 4, the U-shaped reinforcing mat 11 of each lateral arrangement is provided with one with each vertical U-shaped reinforcing mat 11 junction of arranging and strengthens guipure 14, and strengthening guipure 14 arranges from the horizontal by the 45o angle, strengthen together with No. 22 thin wire colligations of guipure 14 and lower floor's body of wall 4 use, its colligation point is 50% of the grid on lower floor's body of wall, step 5, lower floor's door opening is installed: on each side of lower floor's door opening along length direction two reinforcing bars 13 that be arranged in parallel, fasten U-shaped reinforcing mat 11 is arranged on lower floor's door opening other each side except bottom surface, together with No. 22 thin wire colligations of U-shaped reinforcing mat 11 and reinforcing bar 13 and lower floor's body of wall 4 use, during colligation, U-shaped reinforcing mat 11 medial surface adjacent with reinforcing bar 13 is close on reinforcing bar 13, U-shaped reinforcing mat 11 medial surface adjacent with lower floor's body of wall 4 is 9mm～11mm apart from the spacing of lower floor's body of wall 4, the U-shaped reinforcing mat 11 of lateral arrangement is provided with one with each vertical U-shaped reinforcing mat 11 junction of arranging and strengthens guipure 14, and strengthening guipure 14 arranges from the horizontal by the 45o angle, strengthen together with No. 22 thin wire colligations of guipure 14 and lower floor's body of wall 4 use, its colligation point is 50% of the grid on lower floor's body of wall 4, step 6, one deck ceiling 5 is installed: several supports 18 first are installed between one deck ceiling 5 and ground, several supports 18 are along length direction and the uniform setting of width in room, each supports 18 spacing 800mm, several flitches 19 are along the length direction setting in room, and several flitches 19 are laid on respectively on the upper surface of supporting 18, one deck ceiling 5 is laid on flitch 19, room Nei lower floor body of wall 4 is provided with inner corner trim with one deck ceiling 5 junctions and strengthens guipure 8, inner corner trim is strengthened together with No. 22 thin wire colligations of guipure 8 and lower floor's body of wall 4 employings, its colligation point is 50% of the grid on lower floor's body of wall 4, according to from top to bottom, the outer order of first wall inner back wall is smeared pea gravel concreten by 4 sprays of lower floor's body of wall, according to by the mind-set surrounding, after first ceiling inner face, the order of ceiling outside is smeared the C30 pea gravel concreten by 5 sprays of one deck ceiling, until the pea gravel concreten on lower floor's body of wall 4 and one deck ceiling 5 reach design strength 80% after remove and support 18 and flitch 19, then smear mortar on the interior metope of lower floor's body of wall 4 and wall face, step 7, upper strata body of wall 6 is installed: Nei upper strata, room body of wall 6 is provided with inner corner trim with one deck ceiling 5 junctions and strengthens guipure 8, inner corner trim is strengthened together with No. 22 thin wire colligations of guipure 8 and upper strata body of wall 6 use, its colligation point is 50% of the grid on upper strata body of wall 6, lower floor's body of wall 4 is coated with straight reinforcement guipure 9 with the external wall seam crossing of upper strata body of wall 6 junctions, straight strengthen guipure 9 with lower floor body of wall 4 together with No. 22 thin wire colligations of upper strata body of wall 6 employings, its colligation point is 100% of the grid on lower floor's body of wall 4 and upper strata body of wall 6, when being installed, upper strata body of wall 6 reserves upper strata window hole and upper strata door opening, step 8, installation upper strata window hole: the same step 4 of mounting method, step 9, installation upper strata door opening: the same step 5 of mounting method, step 10, top layer ceiling 7 is installed: between the first ground corresponding with it at top layer ceiling 7, several supports 18 are installed, several supports 18 are along length direction and the uniform setting of width in room, each supports 18 spacing 800mm, several flitches 19 are along the length direction setting in room, and several flitches 19 are laid on respectively on the upper surface of supporting 18, top layer ceiling 7 is laid on flitch 19, Nei upper strata, room body of wall 6 is provided with inner corner trim with top layer ceiling 7 junctions and strengthens guipure 8, together with inner corner trim is strengthened guipure 8 and upper strata body of wall 6 is adopted No. 22 thin wire colligations, its colligation point is 50% of the grid on upper strata body of wall 6, according to from top to bottom, the outer order of first wall inner back wall is smeared pea gravel concreten by 6 sprays of upper strata body of wall, according to by the mind-set surrounding, after first ceiling inner face, the order of ceiling outside is smeared the C30 pea gravel concreten by 7 sprays of top layer ceiling, until the pea gravel concreten on upper strata body of wall 6 and top layer ceiling 7 reach design strength 80% after remove and support 18 and flitch 19, then smear mortar on the interior metope of upper strata body of wall 6 and wall face, step 11, Wai upper strata, room body of wall 6 are provided with external corner with top layer ceiling 7 junctions and strengthen guipure 10, and together with external corner is strengthened guipure 10 and upper strata body of wall 6 is adopted No. 22 thin wire colligations, its colligation point is 50% of the grid on upper strata body of wall 6, above-mentioned steps after completing is
antidetonationbuilding has been built.Reinforcement guipure 14 in step 4 and step 5 and U-shaped reinforcing mat 11 can prevent after door opening and window hole load that sedimentation is irregular and crack.The whole stiffness of door and window hole is strengthened, increased wind resistance snow load and shock resistance, strengthened guipure 14 from the horizontal by the 45° angle setting, to stop the Eight characters crackle produced after the inferior horn load on door and window hole, building body external force resistance impact and shock resistance are strengthened greatly, make structure more reasonable.Pea gravel concreten in step 6 and step 10 is the C30 pea gravel concreten.
The specific embodiment two: present embodiment is described in conjunction with Fig. 1, the step 3 of present embodiment is the steel wire mesh frame polystyrene sandwiched plate to the lower floor's body of wall 4 in step 6, and described step 7 to the body of wall of upper strata described in step 11 6 is the steel wire mesh frame polystyrene sandwiched plate.Steel wire diameter in the steel wire mesh frame polystyrene sandwiched plate and abdomen filament diameter are ф 2.5～ф 3mm, and steel wire grid is 50mm * 50mm.Design makes the rational in infrastructure of steel wire mesh frame polystyrene sandwiched plate like this, saves material simultaneously, reduces costs.The steel wire mesh frame polystyrene sandwiched plate has the characteristics such as independent weight bearing, anti-seismic performance are good, environmental protection.Other step is identical with the specific embodiment one.
The specific embodiment three: in conjunction with Fig. 2 and Fig. 3, present embodiment is described, the diameter of the reinforcing bar 13 in the step 4 of present embodiment and step 5, step 8, step 9 is φ 10mm～φ 14mm.The diameter of reinforcing bar 13, in above-mentioned scope, has increased the supporting capacity of window hole and door opening, and the whole shock resistance that has improved door and window wind resistance snow load ，Shi building body improves greatly.Other step is identical with the specific embodiment one or two.
The specific embodiment four: in conjunction with Fig. 2, Fig. 3 and Fig. 8, present embodiment is described, the long L of the reinforcement guipure 14 in the step 4 of present embodiment and step 5, step 8, step 9 is that 650mm～750mm, wide B are 90mm～110mm.Strengthening the length of guipure 14 and widely use in above-mentioned scope, is after prevention door opening and window hole load, the optimal values scope do not cracked.Other step is identical with the specific embodiment one or two.
The specific embodiment five: present embodiment is described in conjunction with Fig. 1, the step 6 of present embodiment and the mortar configuration proportion in step 10 are: the ratio of every cubic metre of mortar is cement 270kg, medium sand 1450kg, water 260-280kg, impervious agent 13.5kg, stirs and makes.Cement adopts 32.5 grades; The intensity of the mortar of aforementioned proportion preparation can reach M10, and the denseness of mortar can reach 50-70/mm.Can meet the requirement of intensity and denseness, impervious agent can prevent external wall seepage.Other step is identical with the specific embodiment one.
Claims (5)
1. one kind is utilized the steel wire mesh frame polystyrene sandwiched plate to build
antidetonationthe method of building is characterized in that: described method realizes by following steps:
Step 1, lay the foundations (1);
Step 2, at the upper ground collar tie beam (2) of beating of ground (1), each ground collar tie beam (2) is provided with two row built-in fittings (3), and the parallel setting of staggering of two row built-in fittings (3), spacing between each built-in fitting (3) in every row built-in fitting (3) is 550mm～650mm, and an end of built-in fitting (3) is embedded in ground collar tie beam (2), the other end of built-in fitting (3) is exposed at geosphere beam (2) outside outward, the height (H) that is exposed at the built-in fitting (3) of geosphere beam (2) outside outward is 340mm～360mm, distance between two row built-in fittings (3) equates with the thickness of lower floor's body of wall (4),
Step 3, lower floor's body of wall (4) is installed between two row built-in fittings (3), is reserved lower floor's window hole and lower floor's door opening when lower floor's body of wall (4) is installed;
Step 4, lower floor's window hole is installed: on each side of lower floor's window hole along length direction two reinforcing bars (13) that be arranged in parallel, fasten U-shaped reinforcing mat (11) is arranged on each side of lower floor's window hole, by U-shaped reinforcing mat (11) and reinforcing bar (13) with lower floor's body of wall (4) together with No. 22 thin wire colligations, during colligation, the medial surface that U-shaped reinforcing mat (11) is adjacent with reinforcing bar (13) is close on reinforcing bar (13), U-shaped reinforcing mat (11) medial surface adjacent with lower floor's body of wall (4) is 9mm～11mm apart from the spacing of lower floor's body of wall (4), the U-shaped reinforcing mat (11) of each lateral arrangement is provided with one with each vertical U-shaped reinforcing mat (11) junction of arranging and strengthens guipure (14), and strengthening guipure (14) arranges from the horizontal by the 45o angle, strengthen guipure (14) with lower floor's body of wall (4) together with No. 22 thin wire colligations, its colligation point is 50% of the grid on lower floor's body of wall,
Step 5, lower floor's door opening is installed: on lower floor's door opening other each side except bottom surface along length direction two reinforcing bars (13) that be arranged in parallel, fasten U-shaped reinforcing mat (11) is arranged on lower floor's door opening other each side except bottom surface, by U-shaped reinforcing mat (11) and reinforcing bar (13) with lower floor's body of wall (4) together with No. 22 thin wire colligations, during colligation, the medial surface that U-shaped reinforcing mat (11) is adjacent with reinforcing bar (13) is close on reinforcing bar (13), U-shaped reinforcing mat (11) medial surface adjacent with lower floor's body of wall (4) is 9mm～11mm apart from the spacing of lower floor's body of wall (4), the U-shaped reinforcing mat (11) of lateral arrangement is provided with one with each vertical U-shaped reinforcing mat (11) junction of arranging and strengthens guipure (14), and strengthening guipure (14) arranges from the horizontal by the 45o angle, strengthen guipure (14) with lower floor's body of wall (4) together with No. 22 thin wire colligations, its colligation point is 50% of the grid on lower floor's body of wall (4),
Step 6, one deck ceiling (5) is installed: several supports (18) first are installed between one deck ceiling (5) and ground, several supports (18) are along length direction and the uniform setting of width in room, the spacing 800mm of each support (18), several flitches (19) are along the length direction setting in room, and several flitches (19) are laid on respectively on the upper surface of support (18), one deck ceiling (5) is laid on flitch (19), room Nei lower floor body of wall (4) is provided with inner corner trim with one deck ceiling (5) junction and strengthens guipure (8), together with inner corner trim is strengthened guipure (8) and lower floor's body of wall (4) is adopted No. 22 thin wire colligations, its colligation point is 50% of the grid on lower floor's body of wall (4), according to from top to bottom, the outer order of first wall inner back wall is smeared the C30 pea gravel concreten by lower floor's body of wall (4) spray, according to by the mind-set surrounding, after first ceiling inner face, the order of ceiling outside is smeared pea gravel concreten by one deck ceiling (5) spray, until the pea gravel concreten on lower floor's body of wall (4) and one deck ceiling (5) reach design strength 80% after, remove support (18) and flitch (19), then smear mortar on the interior metope of lower floor's body of wall (4) and wall face,
Step 7, upper strata body of wall (6) is installed: Nei upper strata, room body of wall (6) is provided with inner corner trim with one deck ceiling (5) junction and strengthens guipure (8), inner corner trim strengthen guipure (8) with upper strata body of wall (6) together with No. 22 thin wire colligations, its colligation point is 50% of the grid on upper strata body of wall (6), lower floor's body of wall (4) is coated with straight reinforcement guipure (9) with the external wall seam crossing of upper strata body of wall (6) junction, straight strengthen guipure (9) and lower floor's body of wall (4) and upper strata body of wall (6) adopts together with No. 22 thin wire colligations, its colligation point is 100% of the grid on lower floor's body of wall (4) and upper strata body of wall (6), when being installed, upper strata body of wall (6) reserves upper strata window hole and upper strata door opening, described upper strata body of wall and described lower floor body of wall are the steel wire mesh frame polystyrene sandwiched plate,
Step 8, the upper strata window hole is installed: on each side of upper strata window hole along length direction two reinforcing bars (13) that be arranged in parallel, fasten U-shaped reinforcing mat (11) is arranged on each side of upper strata window hole, by U-shaped reinforcing mat (11) and reinforcing bar (13) with upper strata body of wall (6) together with No. 22 thin wire colligations, during colligation, the medial surface that U-shaped reinforcing mat (11) is adjacent with reinforcing bar (13) is close on reinforcing bar (13), U-shaped reinforcing mat (11) medial surface adjacent with upper strata body of wall (6) is 9mm～11mm apart from the spacing of upper strata body of wall (6), the U-shaped reinforcing mat (11) of each lateral arrangement is provided with one with each vertical U-shaped reinforcing mat (11) junction of arranging and strengthens guipure (14), and strengthening guipure (14) arranges from the horizontal by the 45o angle, strengthen guipure (14) with upper strata body of wall (6) together with No. 22 thin wire colligations, its colligation point is 50% of the grid on the body of wall of upper strata,
Step 9, the upper strata door opening is installed: on each side of upper strata door opening along length direction two reinforcing bars (13) that be arranged in parallel, fasten U-shaped reinforcing mat (11) is arranged on upper strata door opening other each side except bottom surface, by U-shaped reinforcing mat (11) and reinforcing bar (13) with upper strata body of wall (6) together with No. 22 thin wire colligations, during colligation, the medial surface that U-shaped reinforcing mat (11) is adjacent with reinforcing bar (13) is close on reinforcing bar (13), U-shaped reinforcing mat (11) medial surface adjacent with upper strata body of wall (6) is 9mm～11mm apart from the spacing of upper strata body of wall (6), the U-shaped reinforcing mat (11) of lateral arrangement is provided with one with each vertical U-shaped reinforcing mat (11) junction of arranging and strengthens guipure (14), and strengthening guipure (14) arranges from the horizontal by the 45o angle, strengthen guipure (14) with upper strata body of wall (6) together with No. 22 thin wire colligations, its colligation point is 50% of the grid on upper strata body of wall (6),
Step 10, top layer ceiling (7) is installed: between the first ground corresponding with it at top layer ceiling (7), several supports (18) are installed, several supports (18) are along length direction and the uniform setting of width in room, the spacing 800mm of each support (18), several flitches (19) are along the length direction setting in room, and several flitches (19) are laid on respectively on the upper surface of support (18), top layer ceiling (7) is laid on flitch (19), Nei upper strata, room body of wall (6) is provided with inner corner trim with top layer ceiling (7) junction and strengthens guipure (8), together with inner corner trim is strengthened guipure (8) and upper strata body of wall (6) is adopted No. 22 thin wire colligations, its colligation point is 50% of the grid on upper strata body of wall (6), according to from top to bottom, the outer order of first wall inner back wall is smeared pea gravel concreten by upper strata body of wall (6) spray, according to by the mind-set surrounding, after first ceiling inner face, the order of ceiling outside is smeared pea gravel concreten by top layer ceiling (7) spray, after reaching 80%, the intensity of the pea gravel concreten on upper strata body of wall (6) and top layer ceiling (7) removes support (18) and flitch (19), then smear mortar on the interior metope of upper strata body of wall (6) and wall face,
Step 11, Wai upper strata, room body of wall (6) are provided with external corner with top layer ceiling (7) junction and strengthen guipure (10), together with external corner is strengthened guipure (10) and upper strata body of wall (6) is adopted No. 22 thin wire colligations, its colligation point is 50% of the grid on upper strata body of wall (6); Above-mentioned steps after completing is
antidetonationbuilding has been built.
2. utilize according to claim 1 the steel wire mesh frame polystyrene sandwiched plate to build
antidetonationthe method of building is characterized in that: the steel wire diameter in described steel wire mesh frame polystyrene sandwiched plate and abdomen filament diameter are ф 2.5～ф 3mm, and steel wire grid is 50mm * 50mm.
3. according to the described steel wire mesh frame polystyrene sandwiched plate that utilizes of claim 1 or 2, build
antidetonationthe method of building is characterized in that: the diameter of the reinforcing bar in described step 4, step 5, step 8 and step 9 (13) is φ 10mm～φ 14mm.
4. according to the described steel wire mesh frame polystyrene sandwiched plate that utilizes of claim 1 or 2, build
antidetonationthe method of building is characterized in that: the length (L) of the reinforcement guipure (14) in described step 4, step 5, step 8 and step 9 is that 650mm～750mm, wide (B) are 90mm～110mm.
5. utilize according to claim 1 the steel wire mesh frame polystyrene sandwiched plate to build
antidetonationthe method of building is characterized in that: the mortar configuration proportion in described step 6 and step 10 is: the ratio of every cubic metre of mortar is cement 270kg, medium sand 1450kg, water 260-280kg, impervious agent 13.5kg, stirs and makes.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010180332 CN102261184B (en) | 2010-05-24 | 2010-05-24 | Method for building anti-seismic storied building by utilizing steel wire mesh frame polystyrene sandwich plates |
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| Application Number | Priority Date | Filing Date | Title |
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| CN 201010180332 CN102261184B (en) | 2010-05-24 | 2010-05-24 | Method for building anti-seismic storied building by utilizing steel wire mesh frame polystyrene sandwich plates |
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| CN102261184B true CN102261184B (en) | 2013-12-18 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111576928A (en) * | 2020-05-29 | 2020-08-25 | 扬州大学 | Vertically telescopic temporary micro building structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104060685A (en) * | 2013-03-20 | 2014-09-24 | 北京恒通创新赛木科技股份有限公司 | House structure |
| CN111576929B (en) * | 2020-05-29 | 2021-10-15 | 扬州大学 | Combination method of temporary miniature building capable of vertically stretching and retracting |
| CN113486431B (en) * | 2021-07-13 | 2023-10-20 | 第三维度(河南)软件科技有限公司 | Grid division method suitable for numerical calculation of raft foundation of building structure |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN2515313Y (en) * | 2002-01-09 | 2002-10-09 | 周兆东 | Built-up house wall body structure |
| CN201050208Y (en) * | 2007-05-10 | 2008-04-23 | 吴华明 | Earthquake-resisting room with wall, floor and roof adopting EPS steel mesh sandwich panel |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| ATE388281T1 (en) * | 1999-07-23 | 2008-03-15 | Leep Inc | FRAMELESS CONSTRUCTION SYSTEM AND METHOD FOR CONSTRUCTING A BUILDING |
| JP3407108B2 (en) * | 2000-01-20 | 2003-05-19 | 英雄 松原 | Method of forming the structure of a building |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2515313Y (en) * | 2002-01-09 | 2002-10-09 | 周兆东 | Built-up house wall body structure |
| CN201050208Y (en) * | 2007-05-10 | 2008-04-23 | 吴华明 | Earthquake-resisting room with wall, floor and roof adopting EPS steel mesh sandwich panel |
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| JP特开2001-200581A 2001.07.27 |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576928A (en) * | 2020-05-29 | 2020-08-25 | 扬州大学 | Vertically telescopic temporary micro building structure |
| CN111576928B (en) * | 2020-05-29 | 2021-11-02 | 扬州大学 | Vertically telescopic temporary micro building structure |
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| CN102261184A (en) | 2011-11-30 |
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