CN2373503Y - Hollow large brick for composing firm and anti-quake building main body - Google Patents

Abstract

The utility model relates to a hollow large brick which enables a building main body to be steady and shockproof and is used for building columns and walls used for masonry. The utility model adopts the molding mode that hollow grooves are symmetrically planned on the brick surface, hollow hole columns vertical to the grooves are preformed inside and outside the groove to cause the bricks to be rapidly built into a constructional post and a constructional beam which are convenient for reinforcing bars, and a hollow wall body with a supporting post and a supporting beam and with good integrity by using less material and small construction site area, and the wall body, the column, the beam and a plate can be connected into a firm integral body with shock and disaster prevention by the bricks or ribs or in the sticking way of mortar. The integral construction also has the architectural effects of hollow center, light weight, soil and energy saving, sound insulation and insulation, comfort, safety and durability.

Description

Constitute the hollow big brick of firm antiseismic structure main body

The utility model is a kind of industry, and the main building material that civilian and high-rise antiseismic structure is used is mainly used to build by laying bricks or stones the cylinder and the body of wall of building, and its profile is the rectangular hexahedron of 360mm * 240mm * respective series such as 115mm, and custom is referred to as brick or building block; In its brick face and brick, be respectively equipped with groove and hollow hole post, can by traditional build by laying bricks or stones, Building technology such as cloth muscle, grouting, fast, the hollow wall of the good integrity of arrangement of reinforcement constructional column, structure beam and band pillar, strutbeam is built in joint material, province building site by laying bricks or stones, and make this body of wall can with polytype constructional column, structure beam and beam slab body and function brick connects, muscle connects up and down, the mode of mortar agglutinated and supporting, binding be a firm integral body and shockproof, take precautions against natural calamities.

For a long time, various industry, civilian construction all are to continue to use Qin brick and Han tile, all be with solid, heavy, ruin field, poor efficiency, high energy consumption, time-consuming and celebrated; Defectives such as not firm because of tooled joint, the empty bucket fastness of its building body and body of wall difference can not adapt to the requirement of modern architecture.In recent years, owing to the development of highrise building, the Building technology of frame construction has appearred; Though this technology can make the building body that certain steadiness is arranged, reinforcing bar, cement consumption are big, and be not firm with combining of body of wall, the whole plate power of body of wall and support are drawn a little less than the power of connection framework, aspect durable, firm, in face of earthquake and natural calamity, concealing certain hidden danger often.Also have some to establish groove cloth muscle or hollow brick cloth muscle technology on big of brick, at present, mostly on a spoken level, its main cause is: the former solid bulk, integrate the solid brick drawback, and also difficult performance of the empty bucket of unsteady red brick advantage; Its face syphon approaches groove depth, influenced the mechanical strength of brick body, increased the weight of again to deposit after the moulding, the difficulty of transhipment, its institute's body of building a wall be because perpendicular muscle supports and agglutinated is reinforced, again can not be with last underbeam or top, base plate weld up and down, agglutinated is connected as a single entity, so a little less than the anti-tilting force, steadiness is poor, is difficult to form the advantage of modern building technology.And the latter is because diversified in specifications, and the hollow hole post does not separate effectively with arrangement of reinforcement hole post, causes mortar, and amount of reinforcement is big, and steadiness is bad, and hollow sound insulation, the effect heat insulation, lightweight of clay can not normally be brought into play; Support because of it has horizontal bar and wall column or frame column weldering to connect agglutinated, thus body of wall easily be shifted, wall column or frame column because of with the body of wall adhesion a little less than, and reduced compression capability and anti-tilting force; Therefore, this hollow arrangement of reinforcement technology also is difficult to find a way out in high-rise antiseismic structure; When making common building, make inquiries less again because of cost height, effect are undesirable with this technology.Comprehensively above-mentioned, on present application, the layout, aspect the continuous casting of body of wall and framework, lack corresponding lightweight, sound insulation, heat insulation, firm, shockproof, durable body of wall, wall column material and the technical method of building accordingly, building by laying bricks or stones at body of wall, wall column material.

The purpose of this utility model is; Make full use of loam brick or other high-quality brick be easy to build by laying bricks or stones, whitewash, the intensity height, on the basis of good endurance characteristics, continue to use and make it lightweight, sound insulation, heat insulation air core approach, it is reasonable in mortar to make it to reserve, do not influence brick strength, the hollow horizontal stroke that hollow intersection point is arranged, pod and hollow vertical core post, so that building by laying bricks or stones, adopt groove during building, horizontal in the hole, perpendicular, vertical cloth muscle and intersection point welding, fill out mortar agglutinated muscle and brick body, body of wall muscle and post, the welding of beam muscle, body of wall and post, the gelling of beam body is bonding, body of wall and cylinder are built the monoblock cast Building technology that the tooled joint pressure connects by laying bricks or stones, make body of wall and cylinder, last underbeam or up and down the top, base plate is being built by laying bricks or stones, casting is linked to be a firm integral body in the architectural process, at agglutinated with non deformable whole board wall body, the company of drawing, the effect of support force, make wall, post, beam, the stronger compression capability of the whole generation of the associating of plate, impact resistant capability and anti-tilt capability, realize various industry, civilian, the lightweight of highrise building, comfortable, firmly, shockproof, durable high-quality characteristics and few land used, the material saving, recruitment rationally, the benefit characteristics that construction speed is high.

Technical solution of the present utility model is: continue to use the plasticity extruder and extrude hollow mud, expect bar or groove mud, material bar are arranged, adopt slicing to go out to cut base behind the groove or cut out the mode of cutting base after hollow again, mold and leave drying, burn till or dry, deposit shrink difference, have hollow and have cavity feature, specification is the rectangular hexahedron of 360mm * 240mm * 115mm; Also available compacting or other method mold the rectangular hexahedron of the same mud, material and form, specification.It is extruded, slicing or compacting produce both can do hollow use, four little hollow hole posts 2 can joining perpendicular muscle again should be distributed in four jiaos of places on the big face symmetrically, be beneficial to arrangement of reinforcement and save the garden shape that top that the principle of mortar determines four small bore columns 2 or bottom surface are the 30mm diameter again, to strengthen the principle of brick strength, determine its limit, hole apart from bar, end face is no less than 45mm, thereby determine that its hole heart is on four intersection points of 60mm at distance bar, end face, its post higher position is the high and thick 115mm of brick of brick, and vertical with big face, (seeing accompanying drawing 2,3,4); It extrudes, cuts out or suppress generation, the big hollow hole post 1 that mainly makes brick produce hollow effect should be distributed in big face center length to both sides, thereby there are two, with strengthen the metope arrangement of reinforcement partly intensity and be beneficial to the principle that horizontal stroke, pod 3,4 cloth mortar connect with fixed attention and the fixed two hole hearts are the 120mm place at distance bar face or end face, two apertures are 80mm, Kong Ding, the end are garden shape, and the height of its macropore post 1 is identical with small bore columns 2, and still vertical with big face; Its slicing or extrude or suppress being mainly used to cloth horizontal stroke, vertical muscle and welding the groove 3,4 of cross bar of generation, can only distribute on the big face, wide and the groove number of its groove end face should be by the impact resistance that improves wall, cylinder, the principle of shearing, tilting force is defined as the wide end face of 30mm, and distinguishes each parallel two groove with bar face or end face; Be beneficial to weld under the principle of cross bar, every groove all should intersect with two little hollow hole posts 2, and therefore, two grooves 3 and two grooves 4 have constituted " well " font on a big face, and its four intersection points should overlap respectively with the hole heart of four small bore columns 2; Its groove depth is decided to be 15mm by the principle of the intensity that does not influence the brick body, and with groove end face structure face isosceles right triangle with shape groove slope at 45; In order to improve the actual effective height of translot in the body of wall, should utilize the characteristics of building a wall that the groove face that has of levels brick is alignd on a brickwork joint, make the actual overall height of translot equal two groove depths and be 30mm, thereby the horizontal bar that has guaranteed body of wall coagulates the brick body and bears certain being stressed and forming integral body through mortar and is stressed, thereby bigger raising the anti-pressure ability of post, body of wall, laid a solid foundation for highrise building is shockproof.

The basic skills that the utility model is built a wall is: reserve vertical reinforcing bar by certain distance on grade beam, using earlier with the utility model brick same specification does not have the hollow brick tooled joint of groove to build by laying bricks or stones; In perpendicular muscle place should the perpendicular muscle hole with lower floor's brick, fill up mortar with the hole in muscle and brick body agglutinated good, repave mortar between the brick layered suture, the corresponding borehole jack of perpendicular muscle of upper strata brick fallen toward perpendicular muscle puzzle, in the muscle hole, irritate mortar again; When building 3-5 layer brick when high, the utility model brick on the block, and make lower floor's brick groove face is arranged last, horizontal on the cloth, vertical muscle and weld with perpendicular muscle after, in muscle groove, hole are arranged, fill out, irritate mortar again and spread brick interlayer mortar, there is groove face downward upper strata the utility model brick then, tooled joint and make groove, muscle to good and fall and build the jail when bonding with frame column as this moment, also should be lifted one's head the reinforcing bar of horizontal bar and frame column after the welding well, fill out again, irritate mortar make wall, post bonding, solidify, to form Colaesce integral body; So circulation is gone up and is built; When building when contacting or needing cast-in-place upper beam or upper plate with upper beam or upper plate, should build the utility model brick, make and groove face is arranged last, the reinforcing bar of wherein horizontal, vertical muscle exposed portions serve and beam, top board is lifted one's head weld, fill out, irritate the mortar agglutinated again; As being cast-in-place upper beam, upper plate at this moment, must treat to implement again after the above-mentioned mortar setting, in case the generation in drop space, the firm globality of influence building body.

As making lightweight with the utility model brick, during slim body of wall, can be on bar face or end face the same hollow poor 9,10 parallel of slicing with big face, and at the poor inside and outside hollow hole post of laying perpendicular to bar face or end face 8,11; This brick when building lightweight, slim wall, often with the thick wall thickness of doing of brick, its horizontal, vertical cloth muscle, welding, or same as described above with the welding and the building method of post, beam or frame column, beam.

Major advantage of the present utility model is:

1. reinforcing bar, mortar, brick material consumption are few, the intensity height of building body.

The utility model brick is poor not dark, and poor slope angle is big, does not influence the intensity of brick body, be easy to moulding, deposit, transport or dry, burn till; The synthetic horizontal of its post, wall is pickled with grains or in wine deeply, and reasonable wide can make its cloth muscle coagulation beam produce stronger antigravity and cut under the few situation of mortar consumption, crushes bad effect, and it can also be with the brick post, and wall links, agglutinated forms whole resistance to compression, fracture resistence force together; The horizontal poor two coagulation beam agglutinateds of joining two muscle of its pair, support column, wide vertical applied force area that body of wall produces and high-intensity anti-laterally bump, shearing force, add that the pressure of big brick tooled joint connects the resistance to compression of building agglutinated by laying bricks or stones, anti-folding effect, to make post, body of wall is subjected to vertical gravity and laterally clashes into, the destruction of shearing force is attenuated to minimum degree, the arrangement of reinforcement hollow hole post of its brick body and separating of hollow hole post, the mortar consumption of perpendicular muscle coagulation post is reduced, agglutinated, support, link the intensity height, the perpendicular muscle weldering of its pair connects the preparation of horizontal bar, produced the anti-inclination of the whole plate of high strength again, anti-perpendicular, horizontal shearing, the effect of anti-weight, at last at post, wall, beam, plate is through the weldering muscle, the company of drawing, agglutinated, support, whitewash and cast under the as a whole state, given play to powerful anti-destructive power; Make the building body produce safe, firm, shockproof effect.

2. the use of hollow big brick is built by laying bricks or stones, arrangement of reinforcement, the convenience of filling out slurry and post, beam, the realization of plate direct pouring in building process, not only can reduce building labour intensity, accelerate construction speed, but also can reduce support, template and post, beam, plate materials reduce expenditure of construction.

The use of hollow brick is come true, realize that joint soil, joint material, high level save land, energy-conservation, lightweight, the architectural effect of sound insulation, heat insulation, comfortable, safe, firm, shockproof, durable low consumption high-quality.

Brief description of drawings is as follows:

Fig. 1 is 45 ° of parallax stereograms of the utility model brick body;

Fig. 2 is that big of brick body and center cut big face vertical view, and its sectional plane is at the C-C position of Fig. 3;

Fig. 3 is the elevation of brick body bar face and bar face parallel slot section, and its sectional plane is at the A-A position of Fig. 2.

Fig. 4 is the left view that the brick end face and the hole heart cut end face, and its sectional plane is at the B-B position of Fig. 2;

Fig. 5 is that the utility model brick body plays the metope orthographic perspective and the perpendicular horizontal arrangement of reinforcement face sectional drawing at place, angle when cooperating the thick wall of the hollow brick 360mm of same model, and it is looked, section is at the E-E position of Fig. 6.

When Fig. 6 is the thick wall of the brick 360mm of the utility model, the horizontal sectional drawing of cloth muscle face and upper strata tooled joint brick face, its section is at the D-D position of Fig. 5.

Fig. 7 be the utility model brick when joining the thick wall of the hollow brick 240mm of same model wall play the perspective view of edged surface and horizontal, vertical arrangement of reinforcement place and T-shaped wall and play the sectional drawing at arrangement of reinforcement place, angle, its section is at the G-G position of Fig. 8.

Fig. 8 is the thick wall corner of the brick 240mm of the utility model, the horizontal cloth muscle face at place, T-shaped angle and the sectional drawing of upper strata tooled joint brick face, and it cuts open the F-F place of position at Fig. 7.

Fig. 9 is the utility model bar face of facing figure that builds slim wall brick for sleeping in.

Figure 10 is that top plane view is looked on the left side of the slim wall brick of the utility model laid on end.

The implication of each symbol is as follows among the figure:

Perpendicular big hollow hole post in the 1--brick body;

But the little hollow hole post of arrangement of reinforcement at four jiaos of places of big face in the 2--brick body;

Big of 3--goes up the groove parallel with the bar face;

Big of 4--goes up the groove parallel with end face;

Vertical arrangement of reinforcement in 5--post, the body of wall;

Horizontal arrangement of reinforcement in 6--post, the body of wall;

Longitudinal reinforcement in 7--post, the body of wall;

8--is perpendicular to the hollow hole post of bar face;

On the 9--bar face with the big parallel groove of face;

On the 10--end face with the big parallel groove of face;

11--is perpendicular to the hollow hole scapus of end face.

Use embodiment, contrast accompanying drawing below, the utility model is made further instruction: the utility model embodiment commonly used is to be that four jiaos of places of big face of 360mm * 240mm * 115mm and rectangular hexahedron are reserved with symmetry in specification, diameter is four hollow hole posts 2 of 30mm, and its hole heart is 60mm apart from bar face or end face; Its Kong Zhugao is 115mm and vertical with big face; Big face center length is to the both sides garden shape hollow hole post 1 that to be reserved with two diameters be 80mm, and its post center, hole is the 120mm place at distance bar face or end face, and the hole is to identical with Kong Gaoyu hole post 2; The end face place, hole of four small bore columns 2 on big face, slicing has two grooves parallel with the bar face 3 and two grooves parallel with end face 4; Article four, the cross section of groove is wide 30mm, the isosceles right triangle of groove depth 15mm, and its bottom land central line all should connect two Kong Xindian of two hollow hole posts 2; Thereby four grooves composition " well " font on big face, and four intersection points of " well " word are exactly 4 Kong Xindian of 4 hole posts 2; " well " font groove of the utility model brick also can add a groove 4 parallel with end face of the same type at big face center according to playing a post, corner, also can change two grooves vertical with the bar face 4 or two grooves vertical with end face 3 according to the needs of 360 walls and 240 walls into, small bore columns 2 also can be set up 2 because of six intersection points that groove 3,4 is arranged.

When building the thick post of 240mm, body of wall (seeing accompanying drawing 7,8), on grade beam, be respectively earlier apart from wall corner central point The place and according to wall to and be square four corner point places and reserve

Four perpendicular muscle 5 upwards stay two perpendicular muscle 5 as playing posts, the perpendicular muscle in corners from 120mm at wall then again, and later on positive wall body stays two perpendicular muscle 5 (contain and stay two brick-on-ends seam 10mm) by the distance of 730mm, need the reservation of four perpendicular muscle of cloth T-shaped wall identical with the corner wall; More than the beginning stays perpendicular muscle 5 to be advisable with the height of 1000mm, so that the cover muscle is built by laying bricks or stones and welded.After perpendicular muscle 5 stays, the most handy hollow brick with the utility model brick same model of the 1st, 2 layer of brick; Building method at perpendicular muscle place is: fill out, fill mortar in the aperture of the perpendicular muscle 5 of cloth in earlier with lower floor's brick, spread the interlayer mortar then, two apertures of upper strata tooled joint brick are entangled puzzling that two perpendicular muscle fall again; Should use the utility model brick for the 3rd layer, make it groove face be arranged last, cloth horizontal stroke, vertical muscle 6,7 and weld with perpendicular muscle after, in muscle hole, groove are arranged, fill out again and fill mortar, and spread the interlayer mortar, again with the utility model brick made groove face aim at horizontal stroke downwards, vertical muscle falls and puzzles 4 layers; Circulate to go up with this then and build 5,6,7 layers; When building the 8th layer, should after erecting muscle welding length, entangle block; When building when needing cloth crossbeam, top board, should build last layer the utility model brick and make groove face last, good horizontal, the vertical muscle 6,7 of cloth and with the reinforcing bar of perpendicular muscle 5 and beam, top board lift one's head weld after, after recharging full mortar and it being solidified, reproduce and water beam, top board; Successively go up successively then and build, realize finishing of high level, antiseismic structure.

When building 360 walls and 115 thin walls, method and last basic identical.

As build by laying bricks or stones in the time of need moving seam or filling, available a small amount of red brick solves.

Claims (3)

1, a kind ofly can make the firm shockproof hollow big brick of the post that is easy to build by laying bricks or stones, wall of building body, its specification often is rectangular hexahedron and the respective series thereof of 360mm * 240mm * 115mm; That the big face of its brick refers to is long * wide, and the bar face refers to length * height (or thick), end face finger beam * height (or thick); It is characterized in that: on the big face of brick slicing have with the bar face with (or) the parallel cross section of end face is equilateral groove controlling depth, non-; Perhaps on a certain big the cross section parallel to each other of slicing less than aforesaid groove.

2, the hollow big brick described in the claim 1 is characterized in that: slicing on the big face with the bar face and (or) be reserved with inside and outside the parallel groove of end face perpendicular to face greatly, pass the thick multiple hollow hole post of brick; The hollow fulcrum of these grooves and groove, groove and hollow hole post can pass through the pad of horizontal, vertical on post, body of wall, the vertical cloth muscle intersection of these grooves, hollow hole post.

3, the hollow big brick described in the claim 1, when making lightweight, the firm body of wall of book type, be characterised in that: have and the big parallel heart groove of face at bar face or end face slicing, be reserved with the multiple hollow hole post that brick is wide or brick is long that passes inside and outside the groove perpendicular to bar face or end face, the hollow intersection point of these grooves and hollow hole post can pass through the pad that horizontal on body of wall, the hard cloth muscle of these grooves and hollow hole post intersects.

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