CN204326299U - The antidetonation adobe wall that a kind of steel concrete sleeper and dark beam are strengthened - Google Patents
The antidetonation adobe wall that a kind of steel concrete sleeper and dark beam are strengthened Download PDFInfo
- Publication number
- CN204326299U CN204326299U CN201420538928.0U CN201420538928U CN204326299U CN 204326299 U CN204326299 U CN 204326299U CN 201420538928 U CN201420538928 U CN 201420538928U CN 204326299 U CN204326299 U CN 204326299U
- Authority
- CN
- China
- Prior art keywords
- sun
- dried mud
- mud brick
- circular hole
- adobe
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 241001669679 Eleotris Species 0.000 title claims abstract description 48
- 239000004567 concrete Substances 0.000 title claims abstract description 33
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 25
- 239000010959 steel Substances 0.000 title claims abstract description 25
- 239000011454 mudbrick Substances 0.000 claims abstract description 191
- 230000002787 reinforcement Effects 0.000 claims abstract description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 16
- 239000011150 reinforced concrete Substances 0.000 claims description 44
- 239000011449 brick Substances 0.000 claims description 8
- 238000011065 in-situ storage Methods 0.000 claims description 7
- 238000006073 displacement reaction Methods 0.000 claims description 6
- 238000005452 bending Methods 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 230000002457 bidirectional effect Effects 0.000 claims description 3
- 239000003973 paint Substances 0.000 claims description 3
- 239000005871 repellent Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 12
- 230000000694 effects Effects 0.000 abstract description 5
- 230000035939 shock Effects 0.000 abstract description 4
- 230000001680 brushing effect Effects 0.000 abstract description 3
- 238000004078 waterproofing Methods 0.000 abstract description 3
- 238000005728 strengthening Methods 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 22
- 238000010586 diagram Methods 0.000 description 10
- 239000002689 soil Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000010521 absorption reaction Methods 0.000 description 2
- 239000011083 cement mortar Substances 0.000 description 2
- 230000018044 dehydration Effects 0.000 description 2
- 238000006297 dehydration reaction Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 229910052602 gypsum Inorganic materials 0.000 description 2
- 239000010440 gypsum Substances 0.000 description 2
- 238000012360 testing method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
Landscapes
- Foundations (AREA)
Abstract
The utility model relates to the antidetonation adobe wall of a kind of steel concrete sleeper and the reinforcement of dark beam, belongs to construction engineering technical field.The utility model antidetonation adobe wall is formed by polytype adobe masonry, by multiple tracks horizontal groove and some vertical circular holes running through sun-dried mud brick body of wall overall height within the scope of adobe wall floor height.Sun-dried mud brick privileged site brushing water proof and viscous power consumption layer, form waterproofing course at vertical circular-hole internal-wall and groove surfaces.In circular hole, pre-buried vertical reinforcement concreting forms sleeper, and place longitudinal reinforcement concreting in horizontal groove and form dark beam, dark beam and sleeper form two-way strengthening grid in adobe wall.The utility model plays strengthens adobe wall entirety, significantly improves the effect of shock resistance.
Description
Technical field
The utility model relates to the antidetonation adobe wall of a kind of steel concrete sleeper and the reinforcement of dark beam, belongs to construction engineering technical field.
Background technology
Gather materials on the spot in sun-dried mud brick agriculture room, cheap, extensively uses in poor rural area, western China.Sun-dried mud brick agriculture room is also the important component part in traditional characteristics village, and for province with rich ethnic culture Yunnan, the traditional residence of its 26 Ge Shi resident race all more or less adopts the immature soil as constructional materials.From present circumstances, sun-dried mud brick agriculture room just day by day exits the stage that agriculture residence is built, and mainly contain following three reasons: first, traditional sun-dried mud brick agriculture room anti-seismic performance is not good, and in all previous earthquake, it is all the one of the main reasons causing casualties that adobe wall collapses; Secondly, the main body load-carrying members of traditional adobe house adopt wooden construction, and adobe wall mainly plays enclosure wall, and timber price is high, easy breaking out of fire, and peasant is difficult to bear; Again, limit by traditional immature soil building technology, traditional immature soil dwelling is windowed little, indoor dark, is difficult to meet the requirement that living quality is improved in rural area.So, be necessary the deficiency for traditional adobe wall technology, propose improvement opportunity, for the succession of adobe house and development provide technical support.
Domestic at present had some antidetonation strengthening measures for adobe wall agriculture room and structural system, comprises cast-in-situs gypsum adobe wall structure, clip with wooden board cored structure, timber frame-adobe wall structure etc.The more traditional adobe wall of shock resistance of these technology improves, but effectively can't solve the anti-seismic problem in sun-dried mud brick agriculture room, highly seismic region.Timber is easy to be mouldy rotten rotten, and gypsum not only limits by resource, and not water-fast.
For solving the problem, earth building blocks body of wall strengthened by " the earth building blocks body of wall that a kind of steel concrete is strengthened " (patent No.: CN201020189029.6) proposition reinforced concrete circle beam and column, it is characterized in that at the wall base with vertical, between horizontal earth building blocks body of wall, floor plates is with vertical, between horizontal earth building blocks body of wall, roof is with vertical, between horizontal earth building blocks body of wall, be respectively equipped with the reinforced concrete circle beam of horizontal positioned, vertical, horizontal earth building blocks wall connecting place is provided with reinforced concrete upright column, vertical, interval, horizontal earth building blocks wall connecting place arranges gauze wire cloth or reinforcing bar, in order to strengthen the connection between earth building blocks body of wall, avoid earth building blocks body of wall produces crack, improve overall performance and the supporting capacity of earth building blocks fissure of displacement masonry panel.The method exists following obviously not enough for solution sun-dried mud brick body of wall anti-seismic problem:
1, this technology earth building blocks used is that Machine hydraulic forms, and with masonry of cement mortar, masonry strength is high, small by creep after vertical uniform load q, is easy to keep overall stressed with reinforced concrete circle beam and reinforced concrete upright column.And traditional-handwork adobe masonry modulus of elasticity is only about C20 concrete 3%, and adopt masonry of cement mortar, masonry strength is low, comparatively large by creep after vertical uniform load q, is difficult to keep overall stressed with reinforced concrete circle beam and reinforced concrete upright column.
2, earth building blocks is that Machine hydraulic forms, and compactness is high, and water absorption rate is low, and after the concreting of reinforced concrete circle beam and reinforced concrete upright column, little moisture loss, maintenance effect is good.But sun-dried mud brick water absorption rate is high, on sun-dried mud brick body of wall, pouring reinforcement concrete collar tie beam and reinforced concrete upright column easily cause concrete dehydration too fast, affect concrete curing effect, and concrete strength cannot ensure.
3, this technology only arranges reinforced concrete upright column in longitudinal cross wall intersection, at floor absolute altitude, place arranges reinforced concrete circle beam, keep adobe wall globality without any stiffener in the whole standard width of a room in an old-style house of body of wall, during earthquake, easy full wafer body of wall collapses, and jeopardizes human life's property safety.
4, this technology reinforced concrete upright column and reinforced concrete circle beam need installation form concreting, construct comparatively loaded down with trivial details.
Summary of the invention
The technical problems to be solved in the utility model be to overcome traditional adobe wall shock resistance weak, be easy to cave in; reinforced concrete structural column, collar tie beam are difficult to coordinate stressed with sun-dried mud brick body of wall; and the sun-dried mud brick water suction shortcoming such as cause concrete curing bad; revitalize earth building; reduce the use of the high energy consumption such as reinforcing bar, cement constructional materials, preserve the ecological environment, succession earth building characteristic; there is provided the antidetonation adobe wall that a kind of steel concrete sleeper and dark beam are strengthened, in order to solve the problem.
The technical solution of the utility model is: the antidetonation adobe wall that a kind of steel concrete sleeper and dark beam are strengthened, and comprises reinforced concrete strip foundation 1, standard sun-dried mud brick 2, middle its central band circular hole sun-dried mud brick 3, side band semicircle orifice sun-dried mud brick 4, standard channel sun-dried mud brick 5, middle its central band circle hole groove type sun-dried mud brick 6, side band semicircle orifice grooved sun-dried mud brick 7, the short sun-dried mud brick 8 of side band circular hole; Middle its central band circular hole sun-dried mud brick 3, side band semicircle orifice sun-dried mud brick 4, standard channel sun-dried mud brick 5, middle its central band circle hole groove type sun-dried mud brick 6, side band semicircle orifice grooved sun-dried mud brick 7, side band circular hole short sun-dried mud brick 8 curved surfaces full coat water proof and viscous power consumption layer 9, standard channel sun-dried mud brick 5, middle its central band circle hole groove type sun-dried mud brick 6, side band semicircle orifice grooved sun-dried mud brick 7 groove surfaces full coat water proof and viscous power consumption layer 9; Standard sun-dried mud brick 2, middle its central band circular hole sun-dried mud brick 3, side band semicircle orifice sun-dried mud brick 4, standard channel sun-dried mud brick 5, middle its central band circle hole groove type sun-dried mud brick 6, side band semicircle orifice grooved sun-dried mud brick 7, side band circular hole short sun-dried mud brick 8 fissure of displacement are put down and are built into adobe wall, multiple vertical circular hole 10 is formed in adobe wall, standard channel sun-dried mud brick 5, middle its central band circle hole groove type sun-dried mud brick 6, side band semicircle orifice grooved sun-dried mud brick 7, side band circular hole short sun-dried mud brick 8 horizontal alignment are built by laying bricks or stones, form multiple tracks horizontal groove 15 in sun-dried mud brick body of wall; The pre-buried indented bars 11 of vertical sleeper is placed and concreting formation sleeper 16 in vertical circular hole 10; Placement level dark beam longitudinal reinforcement 12 and steel tie 13 in horizontal groove 15 concreting forms dark beam 17, floor height place has built reinforced concrete floor 14.
Be provided with multiple vertical sleeper 16 and the dark beam 17 of multiple tracks level in described adobe wall, sleeper 16 and dark beam 17 are cast-in-situ steel reinforced concrete component, form bidirectional crossed grid, in order to strengthen adobe wall.
Described water proof and viscous power consumption layer 9 are mulseal, viscosity water-repellent paint.
Described level dark beam longitudinal reinforcement 12 holds to the greatest extent vertical circular hole place back bending at adobe wall, directly catches on adobe wall and holds to the greatest extent the pre-buried indented bars 11 of the vertical sleeper in circular hole.
Described sun-dried mud brick at least comprises standard sun-dried mud brick 2, middle its central band circular hole sun-dried mud brick 3, side band semicircle orifice sun-dried mud brick 4, standard channel sun-dried mud brick 5, middle its central band circle hole groove type sun-dried mud brick 6, side band semicircle orifice grooved sun-dried mud brick 7, the short sun-dried mud brick 8 of side band circular hole.
When adobe wall is built to floor height, adopt in-situ reinforced concrete slab 14, improve adobe wall cooperative bearing further.
Described standard sun-dried mud brick 2, middle its central band circular hole sun-dried mud brick 3, side band semicircle orifice sun-dried mud brick 4, standard channel sun-dried mud brick 5, middle its central band circle hole groove type sun-dried mud brick 6, side band semicircle orifice grooved sun-dried mud brick 7, the long 140 ~ 300mm of the short sun-dried mud brick 8 of side band circular hole, wide 140 ~ 300mm, thick 100 ~ 150mm.
The vertical spacing of described horizontal groove 15 is less than 1500mm, the wide 100 ~ 140mm of groove, dark 50 ~ 70mm, and must arrange together at adobe wall floor height place, integrated poured with reinforced concrete floor 14.
In described vertical circular hole 10, the vertical pre-buried indented bars 11 of sleeper is embedded on reinforced concrete strip foundation 1, diameter 8 ~ 16mm, spacing 600 ~ 1800mm.
Described vertical circular hole 10 diameter 80 ~ 120mm, vertical circular hole 10 quantity is identical with vertical sleeper pre-buried indented bars 11 radical on reinforced concrete strip foundation 1, and vertical circular hole 10 center overlaps with the pre-buried indented bars 11 of vertical sleeper.
The beneficial effects of the utility model are:
1) in sun-dried mud brick body of wall, form the length of side be less than the grid of 1.8 meters close to square stealthy reinforced concrete frame.The pseudo-static experimental of three full size adobe walls has been carried out to this technology in earthquake resistant engineering research center, Yunnan Province, and structural test result shows, by the sun-dried mud brick body of wall of this method construction, more existing technology improves adobe wall ductility more than 3 times, and vertical bearing capacity improves more than 2 times.Adobe wall sheet is up to the standard after ultimate bearing capacity, still can bear the vertical service load of more than 4 times and not overall collapse." (township) village, town building aseismicity tecnical regulations " JGJ 161-2008 is that China is specially for the industry standard of country building antidetonation, in the sector standard, tradition two floor adobe house only allow to use at 6 degree and the non-district that provides fortification against earthquakes, and 7 degree, the 8 degree districts that provide fortification against earthquakes are prohibited.After adopting this technology, two layers of adobe house meet 8 degree of requirementss for fortification against earthquake, and one deck adobe house meets 9 degree of requirementss for fortification against earthquake, has greatly expanded the scope of application of adobe house.
2), form the length of side be less than the grid of 1.8 meters close to square stealthy reinforced concrete frame in sun-dried mud brick body of wall, during Earthquake occurrence control, adobe wall crack extension does not cross over the grid that steel concrete sleeper and dark beam are formed.Structural test result shows: when adobe wall reaches capacity supporting capacity, do not produce the full-length cracks extending to full wafer body of wall, and body of wall keeps complete, comes off without bulk sun-dried mud brick.Avoiding problems personnel's property loss that earthquake causes adobe wall to collapse causing.
3), the way of the constructional column of original technology and collar tie beam centralized configuration is changed into be distributed.Original technology every layer adobe wall arranges the reinforced concrete circle beam in one wide 240 ~ 360mm in cross section, cross section high 120 ~ 240 at floor height place, the dark beam of the wide 80 ~ 140mm in cross section, the high 60 ~ 80mm in cross section together with this technology every layer of adobe wall certain altitude within the scope of floor height is arranged with floor height place, 1/2 of the former technology of the reinforcement of concrete quantity not sufficient, amount of reinforcement reduces 20%.Original technology only arranges reinforced concrete structural column (sectional dimension 240mmx240mm) in longitudinal cross wall intersection, and Configuration column spacing is large, this technology sleeper diameter 80 ~ 140mm, and spacing is less than 1.8m, and the more former technology of concrete amount maintains an equal level, and amount of reinforcement reduces 30%.This technology, under the prerequisite reducing steel concrete consumption, improves adobe wall shock resistance.
4), form the dark beam of steel concrete, the horizontal groove of sleeper and vertical circular hole in this technology adobe wall and build by laying bricks or stones by dissimilar sun-dried mud brick combination and form, without the need to other formwork during concreting, easy construction economy.And reinforced concrete beam column is can't see on adobe wall facade, be convenient to keep adobe house Traditional feature.
5), this technology adobe wall reinforced concrete frame and sun-dried mud brick contact surface all brushing mulseal as waterproofing course.This waterproofing course prevents dehydration in concrete curing process except having and affects except the function of intensity, also there is two other function: one is the effect of viscous power consumption layer, under seismic loading, when there is the relative changing of the relative positions with dark beam with sun-dried mud brick in steel concrete sleeper, mulseal has viscous power consumption effect, favourable configurations antidetonation; Two is have compatibility of deformation function.The deformation of creep of sun-dried mud brick body of wall is greater than the steel concrete sleeper in sun-dried mud brick body of wall; separate owing to there being mulseal between steel concrete sleeper and adobe wall contact level; the deformation of creep of sun-dried mud brick body of wall is little by the constraint of steel concrete sleeper; reduce both sides and retrained the secondary stress produced, the globality of protection adobe wall.
6) this technology adobe wall wall thickness is only 3/5ths of traditional adobe wall thickness, few by soil amount, energy-conservationly saves land.
7) adobe wall that this technology is built can adopt in-situ reinforced concrete slab, and compared with traditional adobe house, durability and fire-resistance capacity significantly improve, and without timber, conserve forests.
Accompanying drawing explanation
Fig. 1 is standard adobe construction schematic diagram of the present utility model;
Fig. 2 is middle its central band circular hole adobe construction schematic diagram of the present utility model;
Fig. 3 is side band semicircle orifice adobe construction schematic diagram of the present utility model;
Fig. 4 is standard channel adobe construction schematic diagram of the present utility model;
Fig. 5 is middle its central band circle hole groove type adobe construction schematic diagram of the present utility model;
Fig. 6 is side band semicircle orifice grooved adobe construction schematic diagram of the present utility model;
Fig. 7 is the short adobe construction schematic diagram of side band circular hole of the present utility model;
Fig. 8 is that adobe wall of the present utility model builds schematic diagram by laying bricks or stones;
Fig. 9 is dark beam arrangement of reinforcement schematic diagram of the present utility model;
Figure 10 is adobe wall vertical section of the present utility model schematic diagram;
Figure 11 is adobe wall schematic cross section of the present utility model;
Figure 12 is that adobe wall of the present utility model completes figure;
Figure 13 is adobe wall of the present utility model structure phantom drawing;
In figure: 1-reinforced concrete strip foundation, 2-standard sun-dried mud brick, its central band circular hole sun-dried mud brick in 3-, 4-side band semicircle orifice sun-dried mud brick, 5-standard channel sun-dried mud brick, its central band circle hole groove type sun-dried mud brick in 6-, 7-side band semicircle orifice grooved sun-dried mud brick, the short sun-dried mud brick of 8-side band circular hole, 9-water proof and viscous power consumption layer, the vertical circular hole of 10-, the pre-buried indented bars of the vertical sleeper of 11-, the dark beam longitudinal reinforcement of 12-level, 13-steel tie, 14-reinforced concrete floor.15-horizontal groove, 16-sleeper, the dark beam of 17-.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
Embodiment 1: according to the adobe wall layout of architectural design, first to construct the reinforced concrete strip foundation 1 of adobe wall, on reinforced concrete strip foundation 1 on adobe wall position of center line, every the pre-buried indented bars 11 of vertical sleeper of the pre-buried diameter 12 ~ 16mm of 0.6 ~ 1.8m.According in Fig. 1-7, prepare the standard sun-dried mud brick 2 of varying number, middle its central band circular hole sun-dried mud brick 3, side band semicircle orifice sun-dried mud brick 4, standard channel sun-dried mud brick 5, middle its central band circle hole groove type sun-dried mud brick 6, side band semicircle orifice grooved sun-dried mud brick 7, the short sun-dried mud brick 8 of side band circular hole.On the curved surfaces of middle its central band circular hole sun-dried mud brick 3, side band semicircle orifice sun-dried mud brick 4, the short sun-dried mud brick 8 of side band circular hole, brushing mulseal is as water proof and viscous power consumption layer 9, and on the groove inner wall of standard channel sun-dried mud brick 5, middle its central band circle hole groove type sun-dried mud brick 6, side band semicircle orifice grooved sun-dried mud brick 7, full coat mulseal is as water proof and viscous power consumption layer 9.
In fig. 8, these sun-dried mud bricks are built with the mortar fissure of displacement is flat on reinforced concrete strip foundation 1, centered by the pre-buried indented bars 11 of vertical sleeper, by the combination of sun-dried mud brick standard sun-dried mud brick 2, middle its central band circular hole sun-dried mud brick 3, side band semicircle orifice sun-dried mud brick 4, the short sun-dried mud brick 8 of side band circular hole, in adobe wall, form the vertical circular hole of some diameter 80 ~ 140mm, vertical circular hole spacing is identical with vertical sleeper pre-buried indented bars 11 spacing.Build within the scope of floor height during certain altitude at adobe wall, adopt standard channel sun-dried mud brick 5, middle its central band circle hole groove type sun-dried mud brick 6, side band semicircle orifice grooved sun-dried mud brick 7, the short sun-dried mud brick 8 of side band circular hole to build by laying bricks or stones side by side, adobe wall is formed elongated horizontal groove.Elongated horizontal groove width 80 ~ 140mm, the degree of depth 60 ~ 80mm.Concreting in the vertical circular hole of adobe wall, forms the pre-buried indented bars of vertical sleeper (11) concrete sleeper.When ordinary concrete in circular hole 10 end face absolute altitude arrives grooved sun-dried mud brick standard channel sun-dried mud brick 5, middle its central band circle hole groove type sun-dried mud brick 6, side band semicircle orifice grooved sun-dried mud brick 7 bottom surface, stop building ordinary concrete in vertical circular hole.
In fig .9, steel tie 13 is processed into the plain steel-bar that diameter is 6mm, bundle with the dark beam longitudinal reinforcement 12 of the level of two diameter 10 ~ 14mm, put into the elongated horizontal groove 15 on adobe wall, level in groove dark beam longitudinal reinforcement 12 holds to the greatest extent vertical circular hole place back bending at adobe wall, catches on adobe wall and holds to the greatest extent the pre-buried indented bars 11 of the vertical sleeper in circular hole.
In Fig. 10, concreting in the elongated horizontal groove 15 on adobe wall, forms the dark beam 17 of wall waist.When wall waist dark beam 17 concrete strength reaches more than 50% of design strength, continue to build adobe wall by laying bricks or stones.The sun-dried mud brick fissure of displacement is flat to be built, centered by the pre-buried indented bars 11 of vertical sleeper, by the combination of sun-dried mud brick standard sun-dried mud brick 2, middle its central band circular hole sun-dried mud brick 3, side band semicircle orifice sun-dried mud brick 4, the short sun-dried mud brick 8 of side band circular hole, in adobe wall, form the vertical circular hole 10 of some diameter 80 ~ 140mm, vertical circular hole 10 spacing is identical with vertical sleeper pre-buried indented bars 11 spacing.When adobe wall is built to floor height, sun-dried mud brick standard channel sun-dried mud brick 5, middle its central band circle hole groove type sun-dried mud brick 6, side band semicircle orifice grooved sun-dried mud brick 7, the short sun-dried mud brick 8 of side band circular hole is adopted to build by laying bricks or stones side by side, adobe wall is formed elongated horizontal groove, and this horizontal groove is for the formation of the dark beam 17 of floor height.In horizontal groove, reinforcing bar way is identical with the dark beam of wall waist.Concreting in the vertical hole 10 of adobe wall, when top of concrete absolute altitude arrives the grooved sun-dried mud brick bottom surface absolute altitude forming the dark beam 17 of floor height, then builds concrete in the dark beam 17 of floor height.
In fig. 11, pouring reinforcement concrete floor 14 on the end face of the dark beam of floor height.
In fig. 12, the antidetonation adobe wall that a kind of use stealthy steel concrete sleeper and dark beam are strengthened has been constructed.
Embodiment 2: the antidetonation adobe wall that a kind of steel concrete sleeper and dark beam are strengthened, comprises reinforced concrete strip foundation 1, standard sun-dried mud brick 2, middle its central band circular hole sun-dried mud brick 3, side band semicircle orifice sun-dried mud brick 4, standard channel sun-dried mud brick 5, middle its central band circle hole groove type sun-dried mud brick 6, side band semicircle orifice grooved sun-dried mud brick 7, the short sun-dried mud brick 8 of side band circular hole; Middle its central band circular hole sun-dried mud brick 3, side band semicircle orifice sun-dried mud brick 4, standard channel sun-dried mud brick 5, middle its central band circle hole groove type sun-dried mud brick 6, side band semicircle orifice grooved sun-dried mud brick 7, side band circular hole short sun-dried mud brick 8 curved surfaces full coat water proof and viscous power consumption layer 9, standard channel sun-dried mud brick 5, middle its central band circle hole groove type sun-dried mud brick 6, side band semicircle orifice grooved sun-dried mud brick 7 groove surfaces full coat water proof and viscous power consumption layer 9; Standard sun-dried mud brick 2, middle its central band circular hole sun-dried mud brick 3, side band semicircle orifice sun-dried mud brick 4, standard channel sun-dried mud brick 5, middle its central band circle hole groove type sun-dried mud brick 6, side band semicircle orifice grooved sun-dried mud brick 7, side band circular hole short sun-dried mud brick 8 fissure of displacement are put down and are built into adobe wall, multiple vertical circular hole 10 is formed in adobe wall, standard channel sun-dried mud brick 5, middle its central band circle hole groove type sun-dried mud brick 6, side band semicircle orifice grooved sun-dried mud brick 7, side band circular hole short sun-dried mud brick 8 horizontal alignment are built by laying bricks or stones, form multiple tracks horizontal groove 15 in sun-dried mud brick body of wall; The pre-buried indented bars 11 of vertical sleeper is placed and concreting formation sleeper 16 in vertical circular hole 10; Placement level dark beam longitudinal reinforcement 12 and steel tie 13 in horizontal groove 15 concreting forms dark beam 17, floor height place has built reinforced concrete floor 14.
Be provided with multiple vertical sleeper 16 and the dark beam 17 of multiple tracks level in described adobe wall, sleeper 16 and dark beam 17 are cast-in-situ steel reinforced concrete component, form bidirectional crossed grid, in order to strengthen adobe wall.
Described water proof and viscous power consumption layer 9 are mulseal, viscosity water-repellent paint.
Described level dark beam longitudinal reinforcement 12 holds to the greatest extent vertical circular hole place back bending at adobe wall, directly catches on adobe wall and holds to the greatest extent the pre-buried indented bars 11 of the vertical sleeper in circular hole.
Described sun-dried mud brick at least comprises standard sun-dried mud brick 2, middle its central band circular hole sun-dried mud brick 3, side band semicircle orifice sun-dried mud brick 4, standard channel sun-dried mud brick 5, middle its central band circle hole groove type sun-dried mud brick 6, side band semicircle orifice grooved sun-dried mud brick 7, the short sun-dried mud brick 8 of side band circular hole.
When adobe wall is built to floor height, adopt in-situ reinforced concrete slab 14, improve adobe wall cooperative bearing further.
Described standard sun-dried mud brick 2, middle its central band circular hole sun-dried mud brick 3, side band semicircle orifice sun-dried mud brick 4, standard channel sun-dried mud brick 5, middle its central band circle hole groove type sun-dried mud brick 6, side band semicircle orifice grooved sun-dried mud brick 7, the long 140 ~ 300mm of the short sun-dried mud brick 8 of side band circular hole, wide 140 ~ 300mm, thick 100 ~ 150mm.
The vertical spacing of described horizontal groove 15 is less than 1500mm, the wide 100 ~ 140mm of groove, dark 50 ~ 70mm, and must arrange together at adobe wall floor height place, integrated poured with reinforced concrete floor 14.
In described vertical circular hole 10, the vertical pre-buried indented bars 11 of sleeper is embedded on reinforced concrete strip foundation 1, diameter 8 ~ 16mm, spacing 600 ~ 1800mm.
Described vertical circular hole 10 diameter 80 ~ 120mm, vertical circular hole 10 quantity is identical with vertical sleeper pre-buried indented bars 11 radical on reinforced concrete strip foundation 1, and vertical circular hole 10 center overlaps with the pre-buried indented bars 11 of vertical sleeper.
By reference to the accompanying drawings detailed description of the invention of the present utility model is explained in detail above, but the utility model is not limited to above-mentioned embodiment, in the ken that those of ordinary skill in the art possess, various change can also be made under the prerequisite not departing from the utility model aim.
Claims (5)
1., with the antidetonation adobe wall that steel concrete sleeper and dark beam are strengthened, it is characterized in that: comprise reinforced concrete strip foundation (1), standard sun-dried mud brick (2), middle its central band circular hole sun-dried mud brick (3), side band semicircle orifice sun-dried mud brick (4), standard channel sun-dried mud brick (5), middle its central band circle hole groove type sun-dried mud brick (6), side band semicircle orifice grooved sun-dried mud brick (7), the short sun-dried mud brick of side band circular hole (8); Middle its central band circular hole sun-dried mud brick (3), side band semicircle orifice sun-dried mud brick (4), standard channel sun-dried mud brick (5), middle its central band circle hole groove type sun-dried mud brick (6), side band semicircle orifice grooved sun-dried mud brick (7), the short sun-dried mud brick of side band circular hole (8) curved surfaces full coat water proof and viscous power consumption layer (9), standard channel sun-dried mud brick (5), middle its central band circle hole groove type sun-dried mud brick (6), side band semicircle orifice grooved sun-dried mud brick (7) groove surfaces full coat water proof and viscous power consumption layer (9); Standard sun-dried mud brick (2), middle its central band circular hole sun-dried mud brick (3), side band semicircle orifice sun-dried mud brick (4), standard channel sun-dried mud brick (5), middle its central band circle hole groove type sun-dried mud brick (6), side band semicircle orifice grooved sun-dried mud brick (7), the short sun-dried mud brick of side band circular hole (8) fissure of displacement are put down and are built into adobe wall, multiple vertical circular hole (10) is formed in adobe wall, standard channel sun-dried mud brick (5), middle its central band circle hole groove type sun-dried mud brick (6), side band semicircle orifice grooved sun-dried mud brick (7), the short sun-dried mud brick of side band circular hole (8) horizontal alignment are built by laying bricks or stones, form multiple tracks horizontal groove (15) in sun-dried mud brick body of wall; The pre-buried indented bars of vertical sleeper (11) is placed and concreting formation sleeper (16) in vertical circular hole (10); Horizontal groove (15) interior placement level dark beam longitudinal reinforcement (12) and steel tie (13) concreting forms dark beam (17), floor height place has built reinforced concrete floor (14).
2. antidetonation adobe wall according to claim 1, it is characterized in that: in described adobe wall, be provided with multiple vertical sleeper (16) and the dark beam of multiple tracks level (17), sleeper (16) and dark beam (17) are cast-in-situ steel reinforced concrete component, form bidirectional crossed grid.
3. antidetonation adobe wall according to claim 1, is characterized in that: described water proof and viscous power consumption layer (9) are mulseal, viscosity water-repellent paint.
4. the antidetonation adobe wall according to claims 1, is characterized in that: described level dark beam longitudinal reinforcement (12) holds to the greatest extent vertical circular hole place back bending at adobe wall, directly catches on adobe wall and holds to the greatest extent the pre-buried indented bars of vertical sleeper (11) in circular hole.
5. the sun-dried mud brick of the antidetonation adobe wall according to claims 1, is characterized in that: described sun-dried mud brick at least comprises standard sun-dried mud brick (2), middle its central band circular hole sun-dried mud brick (3), side band semicircle orifice sun-dried mud brick (4), standard channel sun-dried mud brick (5), middle its central band circle hole groove type sun-dried mud brick (6), side band semicircle orifice grooved sun-dried mud brick (7), the short sun-dried mud brick of side band circular hole (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420538928.0U CN204326299U (en) | 2014-09-19 | 2014-09-19 | The antidetonation adobe wall that a kind of steel concrete sleeper and dark beam are strengthened |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420538928.0U CN204326299U (en) | 2014-09-19 | 2014-09-19 | The antidetonation adobe wall that a kind of steel concrete sleeper and dark beam are strengthened |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204326299U true CN204326299U (en) | 2015-05-13 |
Family
ID=53162673
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420538928.0U Active CN204326299U (en) | 2014-09-19 | 2014-09-19 | The antidetonation adobe wall that a kind of steel concrete sleeper and dark beam are strengthened |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204326299U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284413A (en) * | 2016-10-31 | 2017-01-04 | 朱凤起 | A kind of piping lane section of jurisdiction |
| CN106320376A (en) * | 2016-10-31 | 2017-01-11 | 朱凤起 | Pipe gallery |
| CN108204059A (en) * | 2018-01-03 | 2018-06-26 | 北京师范大学 | A kind of reinforcement means of brickwork structure |
| CN108425440A (en) * | 2016-08-12 | 2018-08-21 | 陈迎春 | A kind of brick mixes integrated wall and its implementation |
| CN110306657A (en) * | 2019-05-24 | 2019-10-08 | 孔瑞清 | Assembling type steel structure beam-column connection and construction method |
-
2014
- 2014-09-19 CN CN201420538928.0U patent/CN204326299U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108425440A (en) * | 2016-08-12 | 2018-08-21 | 陈迎春 | A kind of brick mixes integrated wall and its implementation |
| CN108425440B (en) * | 2016-08-12 | 2020-07-03 | 陈迎春 | Brick-concrete integrated wall and implementation method thereof |
| CN106284413A (en) * | 2016-10-31 | 2017-01-04 | 朱凤起 | A kind of piping lane section of jurisdiction |
| CN106320376A (en) * | 2016-10-31 | 2017-01-11 | 朱凤起 | Pipe gallery |
| CN108204059A (en) * | 2018-01-03 | 2018-06-26 | 北京师范大学 | A kind of reinforcement means of brickwork structure |
| CN110306657A (en) * | 2019-05-24 | 2019-10-08 | 孔瑞清 | Assembling type steel structure beam-column connection and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204326299U (en) | The antidetonation adobe wall that a kind of steel concrete sleeper and dark beam are strengthened | |
| CN102003080B (en) | Anti-seismic reinforcing structure and method of old brickwork building | |
| CN106121039B (en) | Villages and small towns masonry structure assembled integral ring beam and construction column combined method | |
| CN202689252U (en) | Reinforced rammed earth wall applicable to rural house | |
| CN103046665B (en) | Insulating mortar strengthening layer rowlock wall with steel wire mesh for setting hose tooth constructional column and manufacturing method thereof | |
| CN108824818A (en) | The method of construction of assembly concrete-filled steel tube frame shear wall structure system | |
| CN103835413A (en) | Foamed concrete bearing wall wrapped with wire mesh mortar boards and provided with line-shaped frame and construction method | |
| CN103835404A (en) | Foamed concrete bearing wall wrapped with wire mesh mortar boards and provided with L-shaped frame and construction method | |
| CN113431415A (en) | Lattice brick wall and building method thereof | |
| CN104631658A (en) | Construction method of adobe wall suitable for seismic fortification high-seismic-intensity area and adobes | |
| CN106836551A (en) | Infill Wall with Aerated Concrete Block construction method | |
| CN207194323U (en) | A kind of enhancing cementitious composite prefabricated thermal insulation roof boarding with steel wire net rack | |
| CN209099601U (en) | A kind of UHPC ultra-high performance concrete steel bar girder laminated floor slab | |
| CN202689240U (en) | Stone wall body | |
| CN102261184B (en) | Method for building anti-seismic storied building by utilizing steel wire mesh frame polystyrene sandwich plates | |
| CN103835401A (en) | Foamed concrete bearing wall wrapped with wire mesh mortar boards and provided with cross-shaped frame and construction method | |
| CN203080733U (en) | External built-mold and internal masonry building structure system | |
| CN204126105U (en) | A kind of sun-dried mud brick of the adobe wall for constructing highly seismic region of providing fortification against earthquakes | |
| CN102127940A (en) | Honeycomb structure wall body | |
| CN201314091Y (en) | Novel quakeproof prefabricated slab | |
| CN103015563A (en) | Outer-block inner-masonry building structure system | |
| CN202689233U (en) | Shock insulation structure used for low-rise reinforced concrete and brick construction | |
| CN204040246U (en) | Two plate holder layer insulated wall | |
| CN103590521A (en) | Prefabricated reinforcement stone floor slab and manufacturing method thereof | |
| CN108005405B (en) | Sliding shock insulation device of girderless masonry structure and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |