CN203769123U - Energy-saving anti-seismic hollow wall masonry structure with horse-toothed core columns and core beams hidden inside - Google Patents
Energy-saving anti-seismic hollow wall masonry structure with horse-toothed core columns and core beams hidden inside Download PDFInfo
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- CN203769123U CN203769123U CN201420197060.2U CN201420197060U CN203769123U CN 203769123 U CN203769123 U CN 203769123U CN 201420197060 U CN201420197060 U CN 201420197060U CN 203769123 U CN203769123 U CN 203769123U
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Abstract
The utility model relates to the technical field of anti-seismic masonry structures and in particular relates to an energy-saving anti-seismic hollow wall masonry structure with horse-toothed core columns and core beams hidden inside. The masonry structure comprises a foundation beam and a reinforced concrete ring beam, wherein a first hollow wall, a second hollow wall and a third hollow wall are fixed between the foundation beam and the reinforced concrete ring beam from bottom to top in sequence; a first flat building layer is built between the first hollow wall and the second hollow wall horizontally; the distance from the foundation beam to the first flat building layer is 600-1200mm; two rows of bricks are laterally laid at the top end of the first flat building layer to form a first core beam layer running through left and right. The energy-saving anti-seismic hollow wall masonry structure with horse-toothed core columns and core beams hidden inside avoids using clay bricks, reduces destruction of agricultural land, reutilizes the waste concrete, turns waste into wealth and increases the resource utilization rate.
Description
Technical field
the utility model relates to seismic masonry technical field of structures, is a kind of built-in gingival cyst of mucous gland in the newborn stem stem core beam energy-saving earthquake-resistant hollow wall masonry structure.
Background technology
earthquake is as a kind of sudden and extremely strong natural calamity of destructive power, and it often causes the massive losses of people's life and property in the time occurring, and the economic loss that wherein Wenchuan earthquake causes just reaches 6,451 hundred million yuan, and dead and wounded number reaches more than 10 ten thousand.China's seismic region distributes wide, fortification intensity accounts for the more than 60% of area at 6 degree and above area, and be mainly distributed in vast rural area and rural area, and vast rural area and rural area be owing to being subject to the restriction of economic capability, therefore the house that villages and small towns local-style dwelling houses is built is almost without seismic measures,, in the time suffering equal earthquake intensity, the destructiveness that farm building is subject to and population Casualty Vulnerability Number be far away higher than city, poorer area, and earthquake disaster is also more serious.
draw materials conveniently and cheap because loam brick has, thereby villages and small towns local-style dwelling houses also uses loam bricks a large amount of while building house, but firing of loam brick ploughed with the speed minimizing of annual millions of mu rural area, had a strong impact on agricultural development.Therefore, China is badly in need of carrying out body of wall material and reforms, and makes every effort to the brick instead of clay brick that adopts environmental protection, material energy-conservation and sustainable use to make.The quantity of China's building waste accounts for 30% to 40% of municipal refuse total amount, and wherein chief component is discarded concrete, and throwing aside of discarded concrete not only taken a large amount of soils, and has caused the serious waste of resource.
Summary of the invention
the utility model provides a kind of built-in gingival cyst of mucous gland in the newborn stem stem core beam energy-saving earthquake-resistant hollow wall masonry structure, overcome the deficiency of above-mentioned prior art, its rural house shock resistance production poor, loam brick that can effectively solve existing employing loam brick building has reduced throwing aside of agricultural land and discarded concrete and has caused the problem of the serious waste of resource.
the technical solution of the utility model realizes by following measures: a kind of built-in gingival cyst of mucous gland in the newborn stem stem core beam energy-saving earthquake-resistant hollow wall masonry structure, comprise grade beam and reinforced concrete circle beam, between grade beam and reinforced concrete circle beam, be sequentially fixed with the first hollow wall from bottom to top, the second hollow wall and the 3rd hollow wall, between the first hollow wall and the second hollow wall, flat block has the first flat course, the distance of grade beam and the first flat course is 600mm to 1200mm, build two row's bricks in the tip side of the first flat course and form the first core beam layer that left and right connects, between the second hollow wall and the 3rd hollow wall, flat block has the second flat course, the distance of the first core beam layer and the second flat course is 900 millimeters to 1200 millimeters, build two row's bricks in the tip side of the second flat course and form the second core beam layer that left and right connects, between reinforced concrete circle beam and the 3rd hollow wall, flat block has the 3rd flat course, the distance of the second core beam layer and the 3rd flat course is 1800mm to 2700mm, the first hollow wall between grade beam and reinforced concrete circle beam, the longitudinal cross wall junction of the second hollow wall and the 3rd hollow wall, interior exterior wall junction, width is that horse tooth trough has all been built at the door opening abutment wall place of 0mm to 600mm, at the first hollow wall, on the second hollow wall and the 3rd hollow wall, all build and have horse tooth trough at interval of 800mm to 1500mm place, in horse tooth trough, form the vertical hole of up/down perforation, vertical hole all communicates with the first core beam layer and the second core beam layer, in each vertical hole, be all fixed with vertical structure muscle, together with the lower end of vertical structure muscle is anchored at grade beam, together with the upper end of vertical structure muscle is anchored at reinforced concrete circle beam, in the first core beam layer and the second core beam layer, be all fixed with core beam steel, the two ends of core beam steel or/and the middle part of core beam steel be fixed together by single hoop muscle with vertical structure muscle, in the vertical hole that is fixed with vertical structure muscle, concreting forms gingival cyst of mucous gland in the newborn stem stem, form each self-corresponding the first core beam and the second core beam being fixed with concreting in the first core beam layer of core beam steel and the second core beam layer.
the further optimization and/or improvements to above-mentioned utility model technical scheme below:
on above-mentioned reinforced concrete circle beam, roofing slab can be fixed with or/and floor.
above-mentioned vertical structure muscle can be the HRB335 grade reinforcing steel that diameter is 12 mm to 18 mm; Or/and the width of the first core beam and the second core beam is 135mm, be highly 90 mm to 120mm, core beam steel is that diameter is the HRB335 grade reinforcing steel of 10mm to 16mm, the core beam steel in the first core beam and the second core beam is all no less than 2.
the size of above-mentioned vertical hole can be 120mm × 120mm to 240mm × 240mm; Or/and, the width of grade beam is wall thickness 1 to 2 times, be highly 150mm to 240 mm, grade beam is reinforced concrete foundation beam, the reinforcing bar in grade beam comprises vertical muscle and stirrup, the diameter of vertical muscle is 12mm to 16mm; The diameter of stirrup is 8 mm to 12mm, and the spacing of adjacent stirrup is 150mm to 200mm.
the width of above-mentioned reinforced concrete circle beam can be 160mm to 240mm, is highly 150mm to 240mm, and the reinforcing bar in reinforced concrete circle beam comprises vertical muscle and stirrup, and the diameter of vertical muscle is 10 mm to 16mm; Stirrup diameter is 6 mm to 10mm, and the spacing of adjacent stirrup is 200mm to 300mm.
built-in gingival cyst of mucous gland in the newborn stem stem core beam energy-saving earthquake-resistant hollow wall masonry structure described in the utility model can improve rural house shock resistance, avoid the use of loam brick, reduced the destruction to agricultural land, discarded concrete has been recycled, turn waste into wealth, improved the utilization rate of resource.
Brief description of the drawings
accompanying drawing 1 is main TV structure schematic diagram of the present utility model.
accompanying drawing 2 is the main TV structure schematic diagram of the built-in gingival cyst of mucous gland in the newborn stem stem of the utility model and core beam (the first core beam and the second core beam).
accompanying drawing 3 be in accompanying drawing 1 A-A to sectional structure schematic diagram.
accompanying drawing 4 be in accompanying drawing 1 B-B to sectional structure schematic diagram.
accompanying drawing 5 be in accompanying drawing 1 C-C to sectional structure schematic diagram.
accompanying drawing 6 is the three-dimensional partial structurtes schematic diagram of the first hollow wall in the utility model.
coding in accompanying drawing is respectively: 1 is grade beam, and 2 is reinforced concrete circle beam, and 3 is the first hollow wall, 4 is the first flat course, and 5 is the first core beam layer, and 6 is the second flat course, 7 is the second core beam layer, and 8 is the 3rd flat course, and 9 is horse tooth trough, 10 is vertical structure muscle, and 11 is gingival cyst of mucous gland in the newborn stem stem, and 12 is the first core beam, 13 is the second core beam, and 14 is core beam steel, and 15 is single hoop muscle, 16 is the second hollow wall, and 17 is the 3rd hollow wall.
Detailed description of the invention
the utility model is not subject to the restriction of following embodiment, can determine concrete embodiment according to the technical solution of the utility model and actual conditions.
in the utility model, for convenience of description, the description of the relative position relation of each parts is to be all described according to the Butut mode of Figure of description 1, as: the position relationship of forward and backward, upper and lower, left and right etc. is to determine according to the Butut direction of Figure of description 1.
below in conjunction with embodiment and accompanying drawing, the utility model is further described:
embodiment 1: as shown in accompanying drawing 1 to 6, this built-in gingival cyst of mucous gland in the newborn stem stem core beam energy-saving earthquake-resistant hollow wall masonry structure, comprise grade beam 1 and reinforced concrete circle beam 2, between grade beam 1 and reinforced concrete circle beam 2, be sequentially fixed with the first hollow wall 3 from bottom to top, the second hollow wall 16 and the 3rd hollow wall 17, between the first hollow wall 3 and the second hollow wall 16, flat block has the first flat course 4, the distance of grade beam 1 and the first flat course 4 is 600mm to 1200mm, build two row's bricks in the tip side of the first flat course 4 and form the first core beam layer 5 that left and right connects, between the second hollow wall 16 and the 3rd hollow wall 17, flat block has the second flat course 6, the distance of the first core beam layer 5 and the second flat course 6 is 900 millimeters to 1200 millimeters, build two row's bricks in the tip side of the second flat course 6 and form the second core beam layer 7 that left and right connects, between reinforced concrete circle beam 2 and the 3rd hollow wall 17, flat block has the 3rd flat course 8, the distance of the second core beam layer 7 and the 3rd flat course 8 is 1800mm to 2700mm, the first hollow wall 3 between grade beam 1 and reinforced concrete circle beam 2, the longitudinal cross wall junction of the second hollow wall 16 and the 3rd hollow wall 17, interior exterior wall junction, width is that horse tooth trough 9 has all been built at the door opening abutment wall place of 0mm to 600mm, at the first hollow wall 3, on the second hollow wall 16 and the 3rd hollow wall 17, all build and have horse tooth trough 9 at interval of 800mm to 1500mm place, at the vertical hole of the interior formation up/down perforation of horse tooth trough 9, vertical hole all communicates with the first core beam layer 5 and the second core beam layer 7, in each vertical hole, be all fixed with vertical structure muscle 10, together with the lower end of vertical structure muscle 10 is anchored at grade beam 1, together with the upper end of vertical structure muscle 10 is anchored at reinforced concrete circle beam 2, at the first core beam layer 5 and the interior core beam steel 14 that is all fixed with of the second core beam layer 7, the two ends of core beam steel 14 or/and the middle part of core beam steel 14 be fixed together by single hoop muscle 15 with vertical structure muscle 10, in the vertical hole that is fixed with vertical structure muscle 10, concreting forms gingival cyst of mucous gland in the newborn stem stem 11, form each self-corresponding the first core beam 12 and the second core beam 13 at the first core beam layer 5 and the second core beam layer 7 interior concreting that are fixed with core beam steel 14.Gingival cyst of mucous gland in the newborn stem stem 11, core beam, reinforced concrete circle beam 2 can strengthen hollow wall (the first hollow wall 3, the second hollow wall 16 and the 3rd hollow wall 17) rigidity planar, strengthen the globality of hollow wall, make the anti-seismic performance of masonry structure entirety improve 25%～45%, the preparation method of gingival cyst of mucous gland in the newborn stem stem 11 and the first core beam 12 and the second core beam 13 has been exempted use and the assembling and disassembling work of template, avoid beam, the cold bridge phenomenon of post, can improve rural house shock resistance, avoid the use of loam brick, reduce the destruction to agricultural land, discarded concrete is recycled, turn waste into wealth, improve the utilization rate of resource.
embodiment 2: as shown in accompanying drawing 1 to 6, this built-in gingival cyst of mucous gland in the newborn stem stem core beam energy-saving earthquake-resistant hollow wall masonry structure, comprise grade beam 1 and reinforced concrete circle beam 2, between grade beam 1 and reinforced concrete circle beam 2, be sequentially fixed with the first hollow wall 3 from bottom to top, the second hollow wall 16 and the 3rd hollow wall 17, between the first hollow wall 3 and the second hollow wall 16, flat block has the first flat course 4, the distance of grade beam 1 and the first flat course 4 is 600mm or 1200mm, build two row's bricks in the tip side of the first flat course 4 and form the first core beam layer 5 that left and right connects, between the second hollow wall 16 and the 3rd hollow wall 17, flat block has the second flat course 6, the distance of the first core beam layer 5 and the second flat course 6 is 900 millimeters or 1200 millimeters, build two row's bricks in the tip side of the second flat course 6 and form the second core beam layer 7 that left and right connects, between reinforced concrete circle beam 2 and the 3rd hollow wall 17, flat block has the 3rd flat course 8, the distance of the second core beam layer 7 and the 3rd flat course 8 is 1800mm or 2700mm, the first hollow wall 3 between grade beam 1 and reinforced concrete circle beam 2, the longitudinal cross wall junction of the second hollow wall 16 and the 3rd hollow wall 17, interior exterior wall junction, width is that horse tooth trough 9 has all been built at the door opening abutment wall place of 0mm or 600mm, at the first hollow wall 3, on the second hollow wall 16 and the 3rd hollow wall 17, all build and have horse tooth trough 9 at interval of 800mm to 1500mm place, at the vertical hole of the interior formation up/down perforation of horse tooth trough 9, vertical hole all communicates with the first core beam layer 5 and the second core beam layer 7, in each vertical hole, be all fixed with vertical structure muscle 10, together with the lower end of vertical structure muscle 10 is anchored at grade beam 1, together with the upper end of vertical structure muscle 10 is anchored at reinforced concrete circle beam 2, at the first core beam layer 5 and the interior core beam steel 14 that is all fixed with of the second core beam layer 7, the two ends of core beam steel 14 or/and the middle part of core beam steel 14 be fixed together by single hoop muscle 15 with vertical structure muscle 10, in the vertical hole that is fixed with vertical structure muscle 10, concreting forms gingival cyst of mucous gland in the newborn stem stem 11, form each self-corresponding the first core beam 12 and the second core beam 13 at the first core beam layer 5 and the second core beam layer 7 interior concreting that are fixed with core beam steel 14.
can according to actual needs, above-described embodiment 1 and embodiment 2 be made further optimization and/or improvements:
as required, on reinforced concrete circle beam 2, be fixed with roofing slab or/and floor.In the time that the number of plies in house is one deck, on reinforced concrete circle beam 2, be fixed with roofing slab; When the number of plies in house is two-layer when above, on the reinforced concrete circle beam 2 of top layer, be fixed with roofing slab, on the reinforced concrete circle beam 2 of the floor below top layer, be fixed with floor.
as required, vertically construct muscle 10 for diameter be the HRB335 grade reinforcing steel of 12 mm to 18 mm; Or/and the width of the first core beam 12 and the second core beam 13 is 135mm, be highly 90 mm to 120mm, the HRB335 grade reinforcing steel that core beam steel 14 is 10mm to 16mm for diameter, the core beam steel 14 in the first core beam 12 and the second core beam 13 is all no less than 2.
as required, vertical hole is of a size of 120mm × 120mm to 240mm × 240mm; Or/and, the width of grade beam 1 is wall thickness 1 to 2 times, be highly 150mm to 240 mm, grade beam 1 is reinforced concrete foundation beam, the reinforcing bar in grade beam 1 comprises vertical muscle and stirrup, the diameter of vertical muscle is 12mm to 16mm; The diameter of stirrup is 8 mm to 12mm, and the spacing of adjacent stirrup is 150mm to 200mm.
as required, the width of reinforced concrete circle beam 2 is 160mm to 240mm, is highly 150mm to 240mm, and the reinforcing bar in reinforced concrete circle beam 2 comprises vertical muscle and stirrup, and the diameter of vertical muscle is 10 mm to 16mm; Stirrup diameter is 6 mm to 10mm, and the spacing of adjacent stirrup is 200mm to 300mm.
as shown in accompanying drawing 1 to 6, the preparation method of the built-in gingival cyst of mucous gland in the newborn stem stem of above-described embodiment core beam energy-saving earthquake-resistant hollow wall masonry structure is carried out in the steps below: the first step, puzzle strip foundation, at the top of strip foundation colligation grade beam reinforcing bar, on grade beam reinforcing bar, fix vertical structure muscle 10, make grade beam 1 to grade beam reinforcing bar place concreting, wherein: the position of vertically constructing muscle 10 is grade beam 1 and longitudinal cross wall junction, interior exterior wall junction, width is the door opening abutment wall of 0mm to 600mm and locates at interval of 800mm to 1500mm along hollow wall, hollow wall comprises the first hollow wall 3, the second hollow wall 16 and the 3rd hollow wall 17, second step is built out horse tooth trough 9 on the grade beam 1 corresponding with vertical structure muscle 10, the vertical hole that is 120mm × 120mm to 240mm × 240mm at the interior formation cross section of horse tooth trough 9, the 3rd step, on grade beam 1, puzzle the first hollow wall 3, the flat first flat course 4 of building on the first hollow wall 3, the distance of grade beam 1 and the first flat course 4 is 600mm to 1200mm, build two row's bricks in the tip side of the first flat course 4 and form the first core beam layer 5 that left and right connects, in the first core beam layer 5, be fixed with core beam steel 14, the two ends of core beam steel 14 or/and the middle part of core beam steel 14 be fixed together by single hoop muscle 15 with vertical structure muscle 10, then, form the first core beam 12 to the first core beam layer 5 interior concreting, simultaneously, to concreting in the vertical hole corresponding with the first core beam layer 5, the 4th step, puzzle the second hollow wall 16 on the top of the first core beam layer 5, the flat second flat course 6 of building on the second hollow wall 16, the distance of the first core beam layer 5 and the second flat course 6 is 900 millimeters to 1200 millimeters, build two row's bricks in the tip side of the second flat course 6 and form the second core beam layer 7 that left and right connects, at the interior fixed core beam steel 14 of the second core beam layer 7, the two ends of core beam steel 14 or/and the middle part of core beam steel 14 be fixed together by single hoop muscle 15 with vertical structure muscle 10, then, form the second core beam 13 to the second core beam layer 7 interior concreting, simultaneously, to concreting in the vertical hole corresponding with the second core beam layer 7, the 5th step, puzzle the 3rd hollow wall 17 on the top of the second core beam layer 7, flat the 3rd flat course 8 of building on the 3rd hollow wall 17, the distance of the second core beam layer 7 and the 3rd flat course 8 is 1800mm to 2700mm, at the top assembling reinforcement concrete ring beam reinforcing steel bar skeleton of the 3rd flat course 8, the upper end of vertical structure muscle 10 is anchored in ring beam reinforcing steel bar skeleton, in vertical hole, continue concreting formation gingival cyst of mucous gland in the newborn stem stem 11, after ring beam reinforcing steel bar skeleton concreting forms reinforced concrete circle beam 2, obtain built-in gingival cyst of mucous gland in the newborn stem stem core beam energy-saving earthquake-resistant hollow wall masonry structure.
as shown in accompanying drawing 1 to 6, the preparation method of the built-in gingival cyst of mucous gland in the newborn stem stem of above-described embodiment core beam energy-saving earthquake-resistant hollow wall masonry structure is carried out in the steps below: the first step, puzzle strip foundation, at the top of strip foundation colligation grade beam reinforcing bar, on grade beam reinforcing bar, fix vertical structure muscle 10, make grade beam 1 to grade beam reinforcing bar place concreting, wherein: the position of vertically constructing muscle 10 is grade beam 1 and longitudinal cross wall junction, interior exterior wall junction, width is the door opening abutment wall of 0mm or 600mm and along hollow wall interval 800mm or 1500mm place, hollow wall comprises the first hollow wall 3, the second hollow wall 16 and the 3rd hollow wall 17, second step is built out horse tooth trough 9 on the grade beam 1 corresponding with vertical structure muscle 10, is the vertical hole of 120mm × 120mm or 240mm × 240mm at the interior formation cross section of horse tooth trough 9, the 3rd step, on grade beam 1, puzzle the first hollow wall 3, the flat first flat course 4 of building on the first hollow wall 3, the distance of grade beam 1 and the first flat course 4 is 600mm or 1200mm, build two row's bricks in the tip side of the first flat course 4 and form the first core beam layer 5 that left and right connects, in the first core beam layer 5, be fixed with core beam steel 14, the two ends of core beam steel 14 or/and the middle part of core beam steel 14 be fixed together by single hoop muscle 15 with vertical structure muscle 10, then, form the first core beam 12 to the first core beam layer 5 interior concreting, simultaneously, to concreting in the vertical hole corresponding with the first core beam layer 5, the 4th step, puzzle the second hollow wall 16 on the top of the first core beam layer 5, the flat second flat course 6 of building on the second hollow wall 16, the distance of the first core beam layer 5 and the second flat course 6 is 900 millimeters or 1200 millimeters, build two row's bricks in the tip side of the second flat course 6 and form the second core beam layer 7 that left and right connects, at the interior fixed core beam steel 14 of the second core beam layer 7, the two ends of core beam steel 14 or/and the middle part of core beam steel 14 be fixed together by single hoop muscle 15 with vertical structure muscle 10, then, form the second core beam 13 to the second core beam layer 7 interior concreting, simultaneously, to concreting in the vertical hole corresponding with the second core beam layer 7, the 5th step, puzzle the 3rd hollow wall 17 on the top of the second core beam layer 7, flat the 3rd flat course 8 of building on the 3rd hollow wall 17, the distance of the second core beam layer 7 and the 3rd flat course 8 is 1800mm or 2700mm, at the top assembling reinforcement concrete ring beam reinforcing steel bar skeleton of the 3rd flat course 8, the upper end of vertical structure muscle 10 is anchored in ring beam reinforcing steel bar skeleton, in vertical hole, continue concreting formation gingival cyst of mucous gland in the newborn stem stem 11, after ring beam reinforcing steel bar skeleton concreting forms reinforced concrete circle beam 2, obtain built-in gingival cyst of mucous gland in the newborn stem stem core beam energy-saving earthquake-resistant hollow wall masonry structure.
can according to actual needs, above-mentioned preparation method be made further optimization and/or improvements:
as required, in the preparation method of this built-in gingival cyst of mucous gland in the newborn stem stem core beam energy-saving earthquake-resistant hollow wall masonry structure, the brick using is standard size brick or regeneration concrete brick, regeneration concrete brick obtains as follows: first, discarded concrete is broken into coarse aggregate and fines, then, to adding cement and water in coarse aggregate and fines and making regeneration concrete brick according to conventional method; Or/and, on reinforced concrete circle beam 2, be fixed with roofing slab or/and floor, floor is the floor of cast-in-situ concrete, roofing slab is roofing slab or the log cabin lid of cast-in-situ concrete, in the time that roofing slab is log cabin lid, the upper end of vertical structure muscle 10 is through the wooden frame of log cabin lid, and will vertically construct muscle 10 with bolt and be fixed together with wooden frame.The application of regeneration concrete brick is recycled discarded concrete, and the laid on end of regeneration concrete brick, the use amount that side block mode has reduced brick and mortar are saved material 30%～40%.
above technical characterictic has formed embodiment of the present utility model, and it has stronger compliance and implementation result, can increase and decrease according to actual needs non-essential technical characterictic, meets the demand of different situations.
Claims (9)
1. a built-in gingival cyst of mucous gland in the newborn stem stem core beam energy-saving earthquake-resistant hollow wall masonry structure, it is characterized in that comprising grade beam and reinforced concrete circle beam, between grade beam and reinforced concrete circle beam, be sequentially fixed with the first hollow wall from bottom to top, the second hollow wall and the 3rd hollow wall, between the first hollow wall and the second hollow wall, flat block has the first flat course, the distance of grade beam and the first flat course is 600mm to 1200mm, build two row's bricks in the tip side of the first flat course and form the first core beam layer that left and right connects, between the second hollow wall and the 3rd hollow wall, flat block has the second flat course, the distance of the first core beam layer and the second flat course is 900 millimeters to 1200 millimeters, build two row's bricks in the tip side of the second flat course and form the second core beam layer that left and right connects, between reinforced concrete circle beam and the 3rd hollow wall, flat block has the 3rd flat course, the distance of the second core beam layer and the 3rd flat course is 1800mm to 2700mm, the first hollow wall between grade beam and reinforced concrete circle beam, the longitudinal cross wall junction of the second hollow wall and the 3rd hollow wall, interior exterior wall junction, width is that horse tooth trough has all been built at the door opening abutment wall place of 0mm to 600mm, at the first hollow wall, on the second hollow wall and the 3rd hollow wall, all build and have horse tooth trough at interval of 800mm to 1500mm place, in horse tooth trough, form the vertical hole of up/down perforation, vertical hole all communicates with the first core beam layer and the second core beam layer, in each vertical hole, be all fixed with vertical structure muscle, together with the lower end of vertical structure muscle is anchored at grade beam, together with the upper end of vertical structure muscle is anchored at reinforced concrete circle beam, in the first core beam layer and the second core beam layer, be all fixed with core beam steel, the two ends of core beam steel or/and the middle part of core beam steel be fixed together by single hoop muscle with vertical structure muscle, in the vertical hole that is fixed with vertical structure muscle, concreting forms gingival cyst of mucous gland in the newborn stem stem, form each self-corresponding the first core beam and the second core beam being fixed with concreting in the first core beam layer of core beam steel and the second core beam layer.
2. built-in gingival cyst of mucous gland in the newborn stem stem core beam energy-saving earthquake-resistant hollow wall masonry structure according to claim 1, is characterized in that being fixed with roofing slab or/and floor on reinforced concrete circle beam.
3. built-in gingival cyst of mucous gland in the newborn stem stem core beam energy-saving earthquake-resistant hollow wall masonry structure according to claim 1 and 2, it is characterized in that vertically constructing muscle is that diameter is the HRB335 grade reinforcing steel of 12 mm to 18 mm; Or/and the width of the first core beam and the second core beam is 135mm, be highly 90 mm to 120mm, core beam steel is that diameter is the HRB335 grade reinforcing steel of 10mm to 16mm, the core beam steel in the first core beam and the second core beam is all no less than 2.
4. built-in gingival cyst of mucous gland in the newborn stem stem core beam energy-saving earthquake-resistant hollow wall masonry structure according to claim 1 and 2, is characterized in that vertical hole is of a size of 120mm × 120mm to 240mm × 240mm; Or/and, the width of grade beam is wall thickness 1 to 2 times, be highly 150mm to 240 mm, grade beam is reinforced concrete foundation beam, the reinforcing bar in grade beam comprises vertical muscle and stirrup, the diameter of vertical muscle is 12mm to 16mm; The diameter of stirrup is 8 mm to 12mm, and the spacing of adjacent stirrup is 150mm to 200mm.
5. built-in gingival cyst of mucous gland in the newborn stem stem core beam energy-saving earthquake-resistant hollow wall masonry structure according to claim 3, is characterized in that vertical hole is of a size of 120mm × 120mm to 240mm × 240mm; Or/and, the width of grade beam is wall thickness 1 to 2 times, be highly 150mm to 240 mm, grade beam is reinforced concrete foundation beam, the reinforcing bar in grade beam comprises vertical muscle and stirrup, the diameter of vertical muscle is 12mm to 16mm; The diameter of stirrup is 8 mm to 12mm, and the spacing of adjacent stirrup is 150mm to 200mm.
6. built-in gingival cyst of mucous gland in the newborn stem stem core beam energy-saving earthquake-resistant hollow wall masonry structure according to claim 1 and 2, the width that it is characterized in that reinforced concrete circle beam is 160mm to 240mm, be highly 150mm to 240mm, reinforcing bar in reinforced concrete circle beam comprises vertical muscle and stirrup, and the diameter of vertical muscle is 10 mm to 16mm; Stirrup diameter is 6 mm to 10mm, and the spacing of adjacent stirrup is 200mm to 300mm.
7. built-in gingival cyst of mucous gland in the newborn stem stem core beam energy-saving earthquake-resistant hollow wall masonry structure according to claim 3, the width that it is characterized in that reinforced concrete circle beam is 160mm to 240mm, be highly 150mm to 240mm, reinforcing bar in reinforced concrete circle beam comprises vertical muscle and stirrup, and the diameter of vertical muscle is 10 mm to 16mm; Stirrup diameter is 6 mm to 10mm, and the spacing of adjacent stirrup is 200mm to 300mm.
8. built-in gingival cyst of mucous gland in the newborn stem stem core beam energy-saving earthquake-resistant hollow wall masonry structure according to claim 4, the width that it is characterized in that reinforced concrete circle beam is 160mm to 240mm, be highly 150mm to 240mm, reinforcing bar in reinforced concrete circle beam comprises vertical muscle and stirrup, and the diameter of vertical muscle is 10 mm to 16mm; Stirrup diameter is 6 mm to 10mm, and the spacing of adjacent stirrup is 200mm to 300mm.
9. built-in gingival cyst of mucous gland in the newborn stem stem core beam energy-saving earthquake-resistant hollow wall masonry structure according to claim 5, the width that it is characterized in that reinforced concrete circle beam is 160mm to 240mm, be highly 150mm to 240mm, reinforcing bar in reinforced concrete circle beam comprises vertical muscle and stirrup, and the diameter of vertical muscle is 10 mm to 16mm; Stirrup diameter is 6 mm to 10mm, and the spacing of adjacent stirrup is 200mm to 300mm.
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| CN201420197060.2U CN203769123U (en) | 2014-04-22 | 2014-04-22 | Energy-saving anti-seismic hollow wall masonry structure with horse-toothed core columns and core beams hidden inside |
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| CN201420197060.2U CN203769123U (en) | 2014-04-22 | 2014-04-22 | Energy-saving anti-seismic hollow wall masonry structure with horse-toothed core columns and core beams hidden inside |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103953133A (en) * | 2014-04-22 | 2014-07-30 | 新疆农业大学 | Energy-saving anti-seismic hollow wall masonry structure internally concealing combed joint core columns and core beams and manufacturing method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103953133A (en) * | 2014-04-22 | 2014-07-30 | 新疆农业大学 | Energy-saving anti-seismic hollow wall masonry structure internally concealing combed joint core columns and core beams and manufacturing method thereof |
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