CN100335727C - Multifuncltion composite hole brick wall and reinforced concrete brick frame shear wall and reinforced concrete brick foundation - Google Patents
Multifuncltion composite hole brick wall and reinforced concrete brick frame shear wall and reinforced concrete brick foundation Download PDFInfo
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- CN100335727C CN100335727C CNB001326864A CN00132686A CN100335727C CN 100335727 C CN100335727 C CN 100335727C CN B001326864 A CNB001326864 A CN B001326864A CN 00132686 A CN00132686 A CN 00132686A CN 100335727 C CN100335727 C CN 100335727C
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Abstract
The present invention relates to a multifunction composite hole brick wall, a reinforced concrete brick frame shear wall and a reinforced concrete brick foundation. The present invention belongs to the technical field of manufacture of building materials and a construction method. A hollow wall is built up by special-shaped bricks without hollow cores. All main wall bricks are loaded with weight. A novel method is provided for changing a solid brick wall into the hollow brick wall. The brick has the advantages of large size, big hole, light weight, high strength and easy manufacture and can replace stair steps. Both walls and a roof have the advantages of cold prevention and heat insulation, and outer wall surface is beautiful. The present invention has a fire wall flue water inlet and outlet electric appliance circuit hidden ditch, can be regarded as a mold plate to be built into a reinforced concrete brick frame panel wall, the reinforced concrete brick frame shear wall and the reinforced concrete brick foundation and can realize an industrial wall production line. Compared with the using performance of the same building, the present invention has the advantages of low price and high quality.
Description
Technical field the present invention relates to organize and is built into hollow brick and wall, basis and framework board wall and building method thereof.
Background technology
The brick of existing building hollow wall, porous brick and nonweight-bearing hollow brick that load-bearing is arranged, be the brick and the building block of cap holes mostly, figure as P1 page or leaf P2 page or leaf, being the domestic and international hollow brick kind schematic diagram of taking passages in the relevant book splendid achnatherum, is closed type mostly among the figure, though the lower left corner two opening bricks homotype and homotype also are openings among the P2 page or leaf figure, but only make the template usefulness of structural beams, do not make the hollow brick of main body wall and use; In the recent period newly several patent special shaped bricks occur, sealing of hole is not also arranged, make hollow wall and use, but wherein shaft of rib can not load-bearing, as " special shaped brick " of P3 page or leaf Fig. 3, and wherein not load-bearing of shaft of rib L part, " flute profile loam brick " among Fig. 4, equally partly fail load-bearing at the L of large tracts of land shaft of rib, Fig. 6 to Fig. 9 is that several cavity walls are built formulas, and Fig. 5 has analyzed wherein shortcoming, gapped K in its dormancy brick D3 part and the header C3 part, can not back-up sand slurry, all not load-bearing, (account for solid 1/4 to 1/3).And upright seam mortar is not full, and heat-insulating property is poor, and how much strong the thermal-insulating ability is unlike solid brick, and its each bearing capacity is also poor.Figure 10 Figure 11 selects from " masonry project ".One book picture and text, reflected the crack situation, Figure 12 selects from " hollow brick production and application technology " (two science and technology departments of the Ministry of Construction, State Bureau of Building Materials Industry compiles in collaboration with, 92 years versions) picture and text of 17 pages of the mat woven of fine bamboo strips, reflected that porous brick is thin by the what wall, shearing resistance is poor, as not establishing structural column, its intensity and solid brick are similar, can not antidetonation.Figure 13 is picture and text of selecting from 251 pages of 91 years version one books of " Architectural Design ﹠ Construction " Wuhan University, has put down in writing the pluses and minuses of framework board wall building, brought thus many with material, operation is many, the cost height.P15 page or leaf P16 page or leaf is to select from the above-mentioned same book the 37th to 40 page basic figure, their various basic selections all are respectively single, and pluses and minuses are respectively arranged, now analyze, brick foundation rigidity angle is little, and floor height is big, and bearing capacity is little, concrete foundation, consumptive material is many, and several reinforced concrete foundation performances are really also superior, but operation is many, difficulty is big, cost is high.In 98 years special issues of " brick and tile " magazine, Xi'an walling academy Yan opening " president) discuss " there are more than ten ten thousand brick and tile enterprises in China; township enterprise accounts for about 90% ... generally speaking; sliver technological transformation direct cost is 2,800,000 yuan to 1,800 ten thousand yuan ", " brick and tile " 2004 the 6th phases have been reported overstocked more than 130 ten thousand hollow bricks of Shihezi, Xinjiang one brick field and can not be sold.520 brick cup factories have been removed in " brick and tile " first phase in 2002 report Nanjing, the tame common brick in Guangzhou 68 factory Close All.The difficulty of existing hollow brick more than is described.
Summary of the invention
The object of the invention is considered from macroscopic view, set up new idea and layout, make the manufacturing of brick, the method for building by laying bricks or stones, all will there be tangible innovation in the place of body of wall that obtains and basis and construction, to high-strength, lightweight, macroscopic void rate, large scale development, integrate with international situation, base oneself upon the current national conditions of what, high-quality, inexpensive, fast-developing building material.From microcosmic, to draw the advantage of existing various masonries exactly, complementary its deficiency, promptly accept strong, the inexpensive production method of matter of solid brick, the advantage every administration's winter protection of hollow wall, the principle of the double empty load-bearing of holding concurrently of porous brick, the advantage of the bending resistance shearing resistance that the building block type is big.
Technical scheme of the present invention specifically, use exactly not with hollow special form brick, its wall body and shaft of rib form half hole slot, can conveniently process, with low cost, can form again with hollow wall, just can reach the effect of hollow wall, notice outer wall, the inner wall of body of wall, the high-strength light of body of wall has just been accomplished in the up and down corresponding load-bearing of various shafts of rib, has realized the new method of group brick hole in groups, hole brick wall.As the flat F type group hole brick of Figure 15 spare 1, convenient processing, with low cost, group has formed hole after having built body of wall as Figure 18, has become hollow wall, all corresponding load-bearing up and down of internal and external walls body, shaft of rib.On vertical junctor head of part 1 flat F shaped brick semicircle orifice being arranged, is to make to embed the mud pin to make firm usefulness, also can laterally on the junctor head en groove be set, and is in order to reduce the hot-fluid conduction of contact surface, the inside and outside brick of minimizing.Part 7 positive F type group hole bricks as Figure 28 can replace stair step, set up stair.In addition, few associativity of getting rid of framework and infilled wall, reach more excellent, the body of wall of more kinds, adapt to building requirements widely, available self brick body is when the template fill concrete, and the gentle vertical lacing wire of water simultaneously has been tied into an integral body, frame construction and body of wall are built by laying bricks or stones simultaneously, have constituted steel reinforced concrete brick deckle board wall.Suitable increase oblique rollering steel muscle has just constituted steel reinforced concrete brick frame shear wall.More than this two kinds of steel reinforced concrete brick deckle board walls and steel reinforced concrete brick frame shear wall.Can in factory, give system, mechanized construction, convenient processing, super quality and competitive price are transported to assembled on site again, alleviate on-the-spot work, accelerate the site operation cycle.As Figure 20, the 22nd, give the steel reinforced concrete brick frame shear wall of system, Figure 47, Figure 46 transport to steel reinforced concrete brick frame shear wall and the steel reinforced concrete brick deckle board wall that on-the-spot back is set up.Concerning the what basis, also to change the pattern of homogenous material, promptly not existing single brick foundation, single reinforced concrete foundation, stepped cage that construction group hole brick body, in its cavity, fill steel concrete and make the nest body, because the hole of group hole brick connects up and down, also connects up and down so form the nest body of steel concrete, has so just increased the forceful action of steel concrete, such two nest cage bodies are entrenched togather mutually, constituted powerful steel reinforced concrete brick foundation, both conveniently built by laying bricks or stones, extremely firm again, the basis of building was both firm, labor and material saving reaches in carrying again, antidetonation, and various pressure, shearing, the requirement of folding power and thrust.As Figure 39,44,47 etc., be the requirement that to satisfy higher level or antidetonation.As the part 13,14 of Figure 40, the part 16 of Figure 45 are subfoundation stool shape bricks, but also the plane forms lower hollow up, makes roof heat insulation cold-proof layer brick; It is indoor every cold damp-proof course brick also can to make bottom.
The present invention compares with prior art, can be in the hole of group hole brick wall the double as quirk, wall with flues, the smoke evacuation secret tunnel, the dark hole of intake-discharge pipe, the dark hole of electric appliance circuits ditch is easy.Part 13, part 14 are made roof warming layer brick, and making the warming damp-proof course of subterranean layer also is easy with brick.The body of wall of the many rounds of the present invention, filling with insulation material in the hole can heat insulation cold-proof, and on the last lower wall of its outer wall hole, suitably perforate can form the hot gas convection current in the outer wall hole, and discharge from bottom to top is more suitable for the heatstroke prevention of hot area.In addition, because the setting of group hole brick shape, be applicable to traditional brick field, extruding cutting moulding, its cutting mouth is coarse, suiting, it is identical to build by laying bricks or stones, it pushes outer wall smooth (also can set embossing in case of necessity, colouring), has solved the shortcoming of blackspot on traditional solid brick bar face, in sintering process, also do not break the above-mentioned grace of ring.This positive F shaped brick can also replace stair step in addition, and is cheap.Of the present invention group of hole brick wall can possess a kind of wall, can be built into several bricks, and a kind of group of hole brick can be built into several walls, and more convenient group technology is arranged.Basis of the present invention, under same design performance, more inexpensive than other bases.Body of wall of the present invention, under same design performance, more inexpensive than other bodies of wall.
To accompanying drawing, make a brief description below the description of drawings:
Fig. 1 is the external hollow brick kind schematic diagram in " how to bake bricks watt " book appendix of selecting from that Soviet Union's state standard etc. compiled in 86 years.
Fig. 2 is the domestic hollow brick kind schematic diagram of selecting from submitting a written statement to a higher authority.
Fig. 3 is that the patent No. is the part outside drawing of 953136353 " special form bricks ".
Fig. 4 is that the patent No. is the Figure of abstract of 962038261 " multi-functional flute profile loam bricks ".
Fig. 5 is the performance schematic diagram of solid brick cavity wall commonly used.
Fig. 6 is the empty main body wall stereogram that struggles against of a kind of existing solid brick only son sleeplessness.
Fig. 7 is the empty main body wall stereograms that struggle against of the two fourth sleeplessnesses of a kind of existing solid brick.
Fig. 8 is a pipeful of main body wall stereogram of a kind of existing solid brick one dormancy.
Fig. 9 is the main body wall stereograms that a kind of existing solid brick one dormancy three struggles against.
Figure 10 is that to select from standard book number be a parapet crack pattern in 52 pages of 150403363 " masonry project " books.
Figure 11 be select from submit a written statement to a higher authority in 51 pages since differential settlement cause two kinds of figure in crack.
Figure 12 selects from " hollow brick production and application technology " the 17th page of test specimen crack pattern that the Ministry of Construction, two development in science and technology departments of State Bureau of Building Materials Industry compiled in collaboration with in 92 years.＜a〉both sides establish the porous brick wall＜b of constructional column〉the plain wall＜c of porous brick〉the plain wall of solid brick.
Figure 13 is three kinds of frame construction drawings selecting from 251 pages of Wuhan University 91 years versions " Architectural Design ﹠ Construction ".
Figure 14 is an embodiment of single row of holes group of the present invention hole brick wall.
Figure 15 is the flat F type embodiment of of the double Kong Zukong brick wall of a present invention brick shape figure.
Figure 16 is the follow-on another kind of brick shape figure of the above-mentioned brick of the present invention.
Figure 17 is that the flat F shaped brick of the present invention group is built into the plan view that wall is handed at the angle.
Figure 18 is that the flat F shaped brick of the present invention group is built into the plan view that wall is handed at another kind of angle.
Figure 19 is a band window body of wall, by the body of wall elevation of Function Decomposition.
Figure 20 is the section plan that rectangular-shaped frame of the present invention is cut wall.
Figure 21 is the section plan of the last figure frame shear wall of the present invention.
Figure 22 is an another kind of strip frame shear wall elevation of the present invention.
Figure 23 is the outline drawing of high strip wall.
Figure 24 is the horizontal plane view of Figure 23.
Figure 25 is the horizontal plane view of the another kind of structure of Figure 23.
Figure 26 is the another kind horizontal plane view during the band structure post not of Figure 23.
Figure 27 be part 6 relatively amplify a little figures.
Figure 28 is the elevation of positive F shaped brick group when being built into stair tread.
Figure 29 is the sectional drawing of Figure 19 at the a-a position, a kind of form of lintel on the display window.
Figure 30 is the another kind of form of structure of foregoing.
Figure 31 is stressed, the power transmission characteristics figure that selects from the existing rigid foundation of 37 pages of Wuhan University'ss " Architectural Design ﹠ Construction ".
Figure 32 is 38 pages reinforced concrete foundation figure in submitting a written statement to a higher authority.
Figure 33 is 38 pages strip foundation figure in submitting a written statement to a higher authority.
Figure 34 is 39 pages isolated foundation figure in submitting a written statement to a higher authority.
Figure 35 is 39 pages a cup-shaped foundation drawing in submitting a written statement to a higher authority.
Figure 36 is 40 pages a trave foundation drawing in submitting a written statement to a higher authority.
Figure 37 is 40 pages mat foundation figure in submitting a written statement to a higher authority.
Figure 38 is 40 pages box foundation figure in submitting a written statement to a higher authority.
Figure 39 is a steel reinforced concrete brick foundation sectional drawing of the present invention.
Figure 40 is the plane top view (simplified schematic profile) of Figure 39 d-d ' layer.
Figure 41 is the modular tile layer external surface shape figure of Figure 39 c-c layer.
Figure 42 is the modular tile layer external surface shape figure of Figure 39 b-b ' layer.
Figure 43 is the modular tile layer external surface shape figure of Figure 39 a-a ' layer.
Figure 44 is the another kind of steel reinforced concrete brick foundation of a present invention sectional drawing.
Figure 45 is the external surface figure (simplified schematic profile) of Figure 44 subfoundation.
Figure 46 is a kind of assembly drawing that steel brick of the present invention mixes the deckle board wall.
Figure 47 is a kind of assembly drawing that steel brick of the present invention mixes frame shear wall.
Indicate again at last: below big section literal of note comes in the accompanying drawing 12:
The porous brick wall of this test is compared with solid brick wall, and both are similar substantially for its failure mechanism.Fig. 2-2c is the crack pattern of the plain wall of solid brick, and different is porous brick is because the pin key effect of hole mortar, makes on the mortar joint of the intersection major fracture both sides on the body of wall and produces many tiny secondary fractures.This pin key effect, favourable to the shear resistance that improves body of wall.But because penta intensity is on the low side, hole wall is thin, and along major fracture back and forth in the destructive process of the changing of the relative positions, brick itself has certain spliting and peeling off phenomenon, and this has not only influenced the deformability of body of wall shearing resistance, and has reduced the bearing capacity of body of wall to Vertical Load.Under the violent earthquake effect, this influence is more remarkable.The intensity and the quality that improve porous brick are crucial.
Below big section literal of note comes in the accompanying drawing 13: (taking passages related field closely) with the present invention
§ 4 frame plate material construction structurals
One, the pluses and minuses of frame plate material construction structural and the scope of application
The frame plate material construction structural ... its shortcoming is that steel and cement consumption are big, and the total quantity of member is many, thus lifting often, the joint workload is many, operation is many ...
Two, frame construction type
Reinforced concrete frame is by the job practices difference, is divided into cast-in-place entirely, assembling and assembled integral entirely.The situ wet operation of complete cast-in-place framework is many, and the cold district winter construction also will be taked the insulation measure ...
Framework is by member: first kind is the framework that floor, post are formed, and is called the sheet-pile framework and sees figure (a); Second kind is the framework of beam, floor, post composition, is called beam slab post framework, sees figure (b); The third is to set up some shear walls in above two kinds of frameworks, abbreviates frame structure as, sees figure (c).After adding shear wall, the former framework of ratio of rigidity increases several times ...
Contrast accompanying drawing below the specific embodiment, the embodiment of some invention technology is described.
1, Figure 14 is according to principle design improvement of the present invention, it promptly is a kind of form with traditional cavity wall, the centre has increased bat A, the all energy load-bearing of all brick bodies have been reached, than original supporting power, increased by 41%, improved performance really greatly, but each brick body all is veneers to be connect, and steadiness is poor.Should not promote.
2, Figure 15 spare 1 is a flat F type group hole brick, can organize in the group hole wall of building Figure 18, semicircle orifice in Figure 15 spare 1, be for after making up with another part, embed mud and make pin and firmly use, the en mouth of part 1 is in order to reduce the purpose of contact surface with another part, its benefit is in order to reduce heat bridge effect, the hot-fluid conduction of exterior wall in reducing.
3, the part among Figure 16 1 ', be to have expressed on the last lower horizontal plane of part 1, have elongated slot, purpose is the steadiness that increases body of wall, sets during the brickmaking of voltage supply power.
4, Figure 18 is that part 1F shaped brick group is built into the top plane view that body of wall is handed at the angle, and the inside that hand at the angle is painted with reinforced concrete upright column structure, and periphery has the brick spare of joining 3T type and part impact cutting spare 2, and these two kinds of modes with impact cutting are made, and also can produce in batches.Figure 17 is and the corresponding two cortex bricks of Figure 18, can reach group and build the staggered combination of back brickwork joint, (this Figure 17,18 and other groups hole brick wall figure in, on the technique of painting, mostly simplified and do not drawn the mud tip half hole slot and reduce the en groove of heat bridge effect), the L among Figure 18
1, L
2, L
3The position, represented its special combination, expression is accepted with concrete up and down among this figure, if under few layer underloading during without structural column, then this three position does not promptly have the requirement that the carrying of brick body does not conform to whole carryings up and down, this thin portion structure of explanation that Here it is, principle that need not the load-bearing of the whole brick body of main body wall, this measure is also set under the principle that does not influence the wall performance requirement certainly
5, Figure 19 represents several parts with the window body of wall, and A represents the window crown wall, and middle part C shows window, wall at the bottom of the D table window, B
1B
2The other wall of table window, a-a represents to cut open and shows the position, be reflected among Figure 29 or Figure 30 the local brick of 89 expressions of part part 1, the template of building collar tie beam as group, part 4 among Figure 30 be special be the ring beam template brick, the cavity C of its formation can be made the electric wire covered conduit and use, in addition, when not having special parts 4, (promptly 4 types lack C with joining brick L type
0The time), also available mud replaced C
0
6, Figure 20 represents not to be with the reinforced concrete cob brick frame shear wall of window, is called for short steel reinforced concrete brick frame shear wall, and this wall all has beam column up and down, and diagonal has cross wise reinforcement to play the shearing resistance effect, and waist horizontal line reinforcing bar plays reinforcement effect.If without the diagonal angle cross wise reinforcement, then claim steel reinforced concrete brick deckle board wall, the four sides go out the muscle head can with the usefulness of neighboring walls connections, the upper end crotch also can be done lifting and use, Figure 21 represents that the drawing in side sectional elevation (economizing the picture reinforcing bar) of Figure 20 represents a kind of situation of two ends, can use with the neighboring walls handing-over, (after the handing-over, outer wall is still built envelope with the F shaped brick, and is unified neat and artistic), the handing-over interior angle can connect with the steel concrete perfusion, and is sturdy and durable
7, Figure 22 is the profile type of Figure 19 breast, has expressed the form of another steel reinforced concrete brick frame shear wall.
8, Figure 23 is a kind of form of the other wall of Figure 19 window, and Figure 24 spare 5 has been expressed a kind of form of wall end with the concrete of inner chamber, and Figure 26 Figure 25 is other two kinds of forms, and part 6 wherein is the straight line pattern, is reflected in the enlarged drawing of Figure 27.
9, Figure 28 is appliance 7 positive F shaped bricks, stands on the swash plate, and group is built into a kind of form of stair, if swash plate is made suitable concave station certainly, then stair are just firmer.Above Figure 14 to Figure 30 has illustrated that F shaped brick and other join brick, and group is built into the form of several hollow walls and thin portion's structure and multifunctional stairway brick.
Also have a variety of patterns as satisfying brick body of the present invention, having given an example here not more.
10, Figure 31 to Figure 38 is for taking passages the foundation drawing several commonly used in " Architectural Design ﹠ Construction ", and brick foundation is used rigidity angle, 30 ° of left and right sides always, and concrete foundation is used rigidity angle, 45 ° of left and right sides always, reinforced concrete foundation is not limit the rigidity angle, but the plate moulding complexity, other isolated foundations, cup-shaped basis, the trave basis, mat foundation, box foundation is then more complicated, but in some cases, must use this basis again.The steel reinforced concrete brick foundation typical figure that Figure 39 uses for the present invention, rigidity angle α
3Very big, basic H
3Not high, reinforcing steel bar laying is simple and easy, and the brick body is made template, and whole basis forms the cage body of brick body and the nest shape body of steel concrete, staggered chimeric forming, though there be not the basic firm of all steel reinforced concrete, both economical worthwhile.Figure 40 is the vertical view at Figure 39 d-d ' position, a kind of arranging situation of expression subfoundation, (performance figure gimmick is only to show with top plane view and side view) part 14 is the overturning shapes with the stool on a side base, it is main brick, part 13 is shapes of the stool overturning of six supporting legs, the transverse center band has four, and part 12 is fragments of brick of monolithic Contraband shape, totally one, part 11 is totally four of fragments of brick of monolithic Contraband shape, after this bottom combination, can in groove, place many reinforcing bars in length and breadth, constitute the reinforcing cage net, behind the concrete perfusion reinforced concrete footing very firm, after the top column combines, become an integral body, so can bear high-strength and shockproof basis.Figure 41 is modular tile shape figure, brick body and cavity have been reflected, (the brick shape of not drawing concrete, being because of considering that body of wall has a variety of brick types) this figure is the figure at Figure 39 C-C ' position, Figure 42 is the figure at Figure 39 b-b ' position, and Figure 43 is the figure at Figure 39 a-a ' position, has more than reflected the independently basis of Figure 39, the rigidity angle approximately is 45 °, story height H
3Not high, few with the steel concrete amount.To the basis of the positive wall of what, also can just open with reference to the continuity of this kind form has become whole foundation of wall.
11, Figure 44 represents the steel reinforced concrete brick foundation that the rigidity angle is bigger, its underlying basis brick, show by Figure 45, (performance figure gimmick, also only showing with top plane view and side view) part 16 is main body bricks, and part 17 is vertical T shape soap bricks, and part 15 is L shaped edge sealing bricks, the flute profile that forms can be placed reinforcing bar in length and breadth.From Figure 44, increased oblique lacing wire again, these all are the measures that adds hard intensity, same, by Figure 45 Figure 44 to the right direction extend down, the steel reinforced concrete brick foundation of whole wall.If with the body of wall on basic top, equal casting reinforced concretes, then just become P16 page or leaf middle and lower part box foundation (same, other has just become reinforced concrete box shaped room after adding top board).Clearly, be easy to realize P15,16 pages of several individual bases, cup-shaped basis, trave basis, plate valve basis.Visit its technology, because of being has group hole brick to make template, so than conventional method with regard to easy having manyed.
12, Figure 46 is a steel reinforced concrete brick deckle board wall assembly drawing, does not put concrete from top-portion apertures, is that the expression outer wall is a porous, and inwall is that the steel brick mixes the deckle board wall, and this wall is made exterior wall and used, the outer wall insulation, and the inwall load-bearing, performance is more comprehensive.Figure 47 is the assembly drawing of steel reinforced concrete brick frame shear wall, generally makes interior wall or bottom wall and uses (certainly where necessary, also in the round hollow insulating layer being set outside).
Claims (7)
1, a kind of can the group is built into the hollow group hole brick wall of main body, brick itself is hollow with sealing not, and just its wall body and shaft of rib form half hole slot, it is characterized in that behind the brick one-tenth wall in group hole, body of wall has formed the cavity, and all are outer wall, inner wall, all corresponding load-bearing up and down of shaft of rib of brick body up and down.
2, according to the group hole brick of claim 1, it is characterized in that on its vertical junctor head half hole slot being arranged, build mud pin and sealing in order to group, on its horizontal junctor head, the en groove is arranged.
3, according to the group hole brick of claim 1, it is characterized in that its positive F type group hole brick, can also replace stair step, set up stair.
4, according to the group hole brick wall of claim 1, it is characterized in that also can in its cavity, filling steel concrete, constitute column, beam or oblique rollering steel muscle, form powerful steel reinforced concrete brick deckle board wall or steel reinforced concrete brick frame shear wall.
5, according to the steel reinforced concrete brick deckle board wall of claim 4, or the job practices of steel reinforced concrete brick frame shear wall, it is characterized in that also can giving make after, transport to again on the site, assembling is set up.
6, according to the group hole brick of claim 1, it is characterized in that having become stair-stepping cage body, in its cavity, fill steel concrete simultaneously, formed the steel concrete nest shape body that links up and down with the group hole is brick, after cage, nest body are chimeric mutually, constituted the steel reinforced concrete brick foundation.
7, according to the stool shape in claim 6 steel reinforced concrete brick foundation group hole brick, it is characterized in that also can the plane up, form lower hollow, make roof thermal-insulating brick, or do the bottom protection against the tide, every cold brick.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB001326864A CN100335727C (en) | 2000-11-23 | 2000-11-23 | Multifuncltion composite hole brick wall and reinforced concrete brick frame shear wall and reinforced concrete brick foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB001326864A CN100335727C (en) | 2000-11-23 | 2000-11-23 | Multifuncltion composite hole brick wall and reinforced concrete brick frame shear wall and reinforced concrete brick foundation |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1311382A CN1311382A (en) | 2001-09-05 |
| CN100335727C true CN100335727C (en) | 2007-09-05 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB001326864A Expired - Lifetime CN100335727C (en) | 2000-11-23 | 2000-11-23 | Multifuncltion composite hole brick wall and reinforced concrete brick frame shear wall and reinforced concrete brick foundation |
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| Country | Link |
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| CN (1) | CN100335727C (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105064545A (en) * | 2015-07-23 | 2015-11-18 | 株洲博尔曼科技发展有限公司 | Assembled integral type masonry wall assembling structure and construction method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2523286A1 (en) * | 1975-05-26 | 1976-12-23 | Alexander Legkow | Double skinned formwork providing wall panel element - is fitted with smooth outer face panels anchored together leaving spaces for formwork |
| DE2933501A1 (en) * | 1979-08-18 | 1981-03-26 | Udo Ing.(grad.) 34277 Fuldabrück Stahr | External cavity wall damp proof insulation filling - has air envelopes of size preventing occurrence of capillary effect |
| CN2197405Y (en) * | 1994-07-01 | 1995-05-17 | 李永生 | Brick for walls |
| CN2231697Y (en) * | 1995-04-28 | 1996-07-24 | 浙江陈氏有限公司 | Hollow building block for laying wall |
-
2000
- 2000-11-23 CN CNB001326864A patent/CN100335727C/en not_active Expired - Lifetime
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2523286A1 (en) * | 1975-05-26 | 1976-12-23 | Alexander Legkow | Double skinned formwork providing wall panel element - is fitted with smooth outer face panels anchored together leaving spaces for formwork |
| DE2933501A1 (en) * | 1979-08-18 | 1981-03-26 | Udo Ing.(grad.) 34277 Fuldabrück Stahr | External cavity wall damp proof insulation filling - has air envelopes of size preventing occurrence of capillary effect |
| CN2197405Y (en) * | 1994-07-01 | 1995-05-17 | 李永生 | Brick for walls |
| CN2231697Y (en) * | 1995-04-28 | 1996-07-24 | 浙江陈氏有限公司 | Hollow building block for laying wall |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1311382A (en) | 2001-09-05 |
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