CN1540116A - Shockresistant, tensile and anti destructive building blocks made through dry paving method - Google Patents
Shockresistant, tensile and anti destructive building blocks made through dry paving method Download PDFInfo
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- CN1540116A CN1540116A CNA2003101037700A CN200310103770A CN1540116A CN 1540116 A CN1540116 A CN 1540116A CN A2003101037700 A CNA2003101037700 A CN A2003101037700A CN 200310103770 A CN200310103770 A CN 200310103770A CN 1540116 A CN1540116 A CN 1540116A
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Abstract
An antiearthquake, anti-stretching and anti-destroy building block suitable for mortarless masonry is disclosed. Its advantages are high resistance to earthquake, flood and hurricane, and easy manufacture and construction.
Description
One, affiliated technical field
The building block of the anti-destruction of laid dry method antidetonation tension of the present invention belongs to constructional materials walling unit manufacturing technology field.
Two, background technology
Relevant therewith background technology is cuboid, nearly cuboid brick and cuboid, nearly cuboid building block manufacturing technology.Cuboid, nearly cuboid brick and cuboid, the heap body geometrical stability that nearly cuboid building block is constituted is poor, the staggered floor displacement easily takes place under external force, so need to build method with mortar bonding, its shortcoming mainly contains: the mistake of having made cuboid geometrical stability difference, the easy under external force ribbon of the body of wall of being built by laying bricks or stones, block dislocation, cause the fracture of brick body or building block continuity, antidetonation cracking resistance anti-damage performance is poor, make whole building poor thus, be prone to horizontal fracture, vertical crack, stairstepping crack etc., what have lays reinforcing bar at screed, gauze wire cloth to be to strengthen the antidetonation pulling force, increased cost of production but effect is unsatisfactory; Aspect antidetonation, anti-subsoil depression,, even low-rise building also must be constructed ground, need devote considerable time aspect constructing, building materials and labor cost at ground to the dependency degree height of ground; The essential mortar bonding that uses is built method, and brick body or building block shortage are tied from sports association, physical property is different between brick body or building block and the mortar, and whole relation is loose, non-rigid contact between brick body or the building block, but be separated with mortar, destroyed integrality of wall, causing needs the problem of strick precaution many, as: brick body or building block are different with the rate of expanding with heat and contract with cold (coefficient of thermal expansion) of mortar, make between brick body or building block and the mortar space to occur, body of wall integral rigidity toughness reduces; Even the body of wall collapse accident takes place in work progress, and make the constructor high-altitude fall or pressed and bury, cause constructor's injures and deaths, there is safety in production hidden danger greatly; As for the house collapse that worldwide cause because of reasons such as earthquake, flood, hurricane, armed conflicts every year, seized human number especially in hundred billion property and countless people's life; Need to consume a large amount of mortars, take a large amount of building machinery, vehicle, equipment, instruments relevant, increased cost of production for no reason with mortar; The mortar that adheres in brick body or the building block behind the demolishing buildings is difficult to cleaning, brick body or building block are reused and are difficult for, be unfavorable for environmental protection (for example: wherein traditional clay brick annual destroy tens0000 mu of soils, town and country, farmland, makes this rare land resources nervous more non-renewablely); Relate to the constructing technology problem complexity, brick body or building block are watered the problems such as maintenance of wettability, mortar quality, body of wall up rightness to constructor's technical requirements height; The hanging process makes every square metre of body of wall amount of labour increase by 900%, greatly increases labor cost and seriously hinders programming; Mortar also needs labor intensive to handle to the cleaning problems that construction plant and building are caused, and often stops up pipelines such as smoke evacuation, draining, give produce, living makes troubles even causes hidden fire-fighting danger.
Three, task of the present invention
It is superior that task of the present invention provides the heap body geometrical stability that a kind of masonry constitutes, tool is tied from sports association between masonry, whole relation is tight, the good integrity of body of wall and building, antidetonation cracking resistance good destructibility resistance, to ground dependence not high (under the situation that soil, ground matter situation allows, be no more than three layers house even can not lay the foundations), without mortar, be convenient to recycle, very low to constructor's technical requirements, the work progress cleaning, safety in production coefficient height, very big labor savings cost, shorten construction period, can effectively resist earthquake, flood, hurricane, the building wall block of blast.
Four, main contents of the present invention
The building block of the anti-destruction of laid dry method antidetonation tension of the present invention, what adopted is the principle that triangle geometry has good stability.Monomer whose is a triangle, quadrangle or hexagonal plate body or polyhedron (following to be example mainly) with the tabular body of quadrangle, the tool certain thickness, two surfaces (these two surfaces constitute the part on two surfaces of body of wall respectively) are arranged, the part edge of plate body has fin, and (strict theory should be an outer flange, because of it must have certain-length and width), part edge has groove (as figure one in addition, figure two, figure three), step (as figure four) or band concave and convex stripe (as figure five) can be played in the surface of fin, to cause wall body slit along the contingent dislocation displacement of engagement edge tangent line between the anti-resistance building block.The spatial form of groove is consistent with the shape of fin, so that inlay connection (as figure six) mutually with other identical shaped monomer of the present invention.Can punch in the fin position of a monomer of the present invention, punch correspondingly with another part monomer groove of the present invention cell wall, and Kong Zhongke installs screw and nut or the wedging wooden plug tenon through anticorrosion mothproof processing, to increase stretching resistance (as figure seven).When adopting triangular design, building block should be divided into two kinds of designs, a kind of is that leg-of-mutton both sides are that fin, one side are groove, another kind is that leg-of-mutton both sides are that groove, one side are fin (as figure eight), two kinds of design building blocks must be used alternatingly line by line, its essence is with the quadrangle building block along two diagonal wherein one cut into two, on cutting part, set out fin and groove more respectively (because of it does not meet economic principle, if not the building specific (special) requirements does not advise adopting triangular design); When adopting the quadrangle design, building block also can have two kinds of designs, a kind of is that adjacent both sides are fin, adjacent both sides are the quadrangle building block of groove in addition, all building blocks can be arranged in the same way (as figure six when building by laying bricks or stones, this is the most economical as a rule pattern easily of the present invention, so this manual is also mainly discussed according to this design.), another kind is that relative both sides are fin, both sides are the quadrangle building block of groove relatively in addition, needing per four when building by laying bricks or stones arranges by sphere of movements for the elephants shape clockwise or counterclockwise, its essence is preceding a kind of quadrangle building block is cut into four along two center lines, on cutting part, set out fin and groove more respectively.(because of it does not meet economic principle, and, reduce the building block anti-pressure ability, do not advise adopting in building block four drift angle intersections quadrangle space of inner meeting generation.) design of hexagon building block and fin and groove, actual just with the quadrangle building block wherein two relative angles cut, at cutting part fin and groove (as figure nine) are set again, just a mutation of quadrangle building block is not described in detail in this.In practice, monomer of the present invention is not can only a rib one groove, but building block that can the overlapping fixedly formation of a plurality of monomers multi-edge multi-groove structure, or whole punching press, reverse mould produce the monomer of the present invention (as figure ten) of multi-edge multi-groove structure.Monomer of the present invention both can be made into thick cube, individual layer is built into wall by laying bricks or stones, also can make the plate body less than one of two parts of thickness of wall, bilayer is built into filling with insulation material in wall, the space between two-layer by laying bricks or stones, reduces the influence of extraneous factors such as daylight, weather to room temperature.Every limit of building block can be a straight line, and it is prominent or arc is recessed also can be arc, the prominent or arc concave arc degree unanimity of arc wherein, and it is prominent or arc is recessed that fin and groove also are arc thereupon; Or stepped, fin and groove are also stepped thereupon: or be other variation patterns, fin and groove also change thereupon, all analogize (as figure 11).Need to prove that monomer of the present invention is not limited to complete use, can build by laying bricks or stones according to the needs cutting of body of wall edge shape, for example: the position that contacts with ground, all build by laying bricks or stones, and the latter half of cutting off then gives over to building by laying bricks or stones of wall top with the first half of quadrangle building block.The body of wall that uses building block of the present invention to build by laying bricks or stones, geometrical stability with triangular construction, not having other material between the building block of the present invention is separated by, be the rigidity contact, and blockhouse tool brute force is tied from sports association, is difficult under external force the staggered floor displacement takes place, and the crack can not occur, so do not need to build by laying bricks or stones with mortar bonding, and tool cuboid, nearly cuboid brick and cuboid, the anti-physical characteristic of destroying of the nearly unexistent height antidetonation of cuboid concrete block masonry body of wall cracking resistance.Even vertical crack (as figure 12) can not appear in the load-bearing of back timber overburden, body of wall yet, even horizontal crack, stairstepping crack (as figure 13) can not appear in the subsidence of foundations yet.The destruction (as figure 14) that the body of wall that uses building block of the present invention to build by laying bricks or stones can effectively be resisted horizontal direction pressure such as violent typhoon, also can effectively resist secondary wave, the destruction of compressional wave (as figure 15), even the body of wall that use building block of the present invention is built by laying bricks or stones is under the situation that nearly bottom position is partially damaged, the stability that still can keep whole wall, under the situation of building bottom experience such as outside destroy such as blasts, to using cuboid, nearly cuboid brick and cuboid, the building that nearly cuboid building block is built by laying bricks or stones, the deadweight of building can become lethal factor, be enough to destroy himself, but for the building that uses building block of the present invention to build by laying bricks or stones, the deadweight of building only can make the building block of the nearly bottom position of building (int) part more tight in conjunction with getting, and makes building effectively be supported (as figure 16).It is pointed out that patent of the present invention only relates to the geometry design of building block, do not relate to the building block raw material and select problem, can make with any material, the material that have certain shearing resistance, compressive strength after the moulding in response to the actual needs of different buildings.
Five, meaning of the present invention
The present invention can effectively overcome the aforesaid drawbacks of cuboid, nearly cuboid brick or building block, can build out the building of effectively resisting earthquake, flood, hurricane, blast by laying bricks or stones, solved a pendent difficult problem that perplexs world architecture educational circles for a long time about the masonry optimum geometry, to earthquake region, coastal violent typhoon land throughout the year the area people live and work in peace and contentment significant; Can simply and promptly be assembled into building, prefabricated component reduces the difficulty of people's self help housing applicable to any house, building greatly; Scientific and technological content is low, and simple technology can be produced, be processed, and can promote rapidly, has development prospect widely at commercial field; Can easily, promptly build antidetonation, antiknock, anti-high wind in the open air, facing of Chinese People's Anti-Japanese Military and Political College's type carnivore invasion and attack build thing or hard tent, have result of extraction in fields such as industry, military affairs, tourism, polar region explorations; The circulation sale channel is built or dropped into again to building block by laying bricks or stones from what can all drop into new building after old building is removed rapidly immediately, significantly reduces the old building of removing, builds the cost of new building; Can significantly reduce the raw materials consumption and the mortar raw materials consumption that are used for building block, reduce environment pollution; Available any material, material that is suitable for processing building block made, and be energy-conservation, save land, and meets environmental friendly principle, has positive environmental protection meaning!
The present invention is further detailed explanation below in conjunction with the drawings and specific embodiments.
Figure one is the basic design pattern schematic diagram of monomer of the present invention.
Figure two is the basic design pattern cross sectional representation of monomer of the present invention.
Figure three is that the piece face of the basic design pattern monomer of the present invention concerns schematic diagram.
Figure four is the step-like fin design diagrams of band of the present invention.
Figure five is striped shape fin design diagrams of the present invention.
Figure six is that monomer of the present invention is built the connection relation schematic diagram by laying bricks or stones.
Figure seven is the present invention's design diagrams that punch.
Figure eight is triangular design schematic diagrames of the present invention.
Figure nine is hexagonal design of the present invention and quadrangle design contrast schematic diagram.
Figure ten is multi-edge multi-groove designed for blocks schematic diagrames of the present invention.
Figure 11 is a building block edge shape variation patterns schematic diagram of the present invention.
Figure 12 is to use building block of the present invention build a wall that overburden load-bearing back timber pressure is decomposed load and anti-vertical crack schematic diagram.
Figure 13 is to use building block of the present invention build a wall to anti-horizontal crack, stairstepping crack schematic diagram under the house foundation part depression situation.
Figure 14 is to use building block of the present invention build a wall anti-high wind, anti-horizontal direction pressure schematic diagram.
Figure 15 is to use build a wall antiseismic shear wave, compressional wave of building block of the present invention to destroy schematic diagram.
What figure one was showed is the basic design pattern of monomer of the present invention, look with regard to as if the rhombic plate that overlaps of three scripts, a quilt placed in the middle along the acute angle diagonal outwards pull out a part and form two fins, another side along same direction indentation, with two formation and the consistent grooves of fin specification naturally up and down.Wherein 1) for constituting the block surfaces of a surface of wall part, 2) be fin, 3) be groove.
What figure two was showed is the basic design pattern cross section of monomer of the present invention, can find out, the height of fin, width are consistent with the degree of depth, the width of groove.
What figure three was showed is the piece face relation of the basic design pattern monomer of the present invention, and this monomer can be that an integral body, piece face relation are abstract existence.
What figure four was showed is the step-like fin design of band of the present invention, the step-like fin of a monomer just can tight intercalation be gone into the step-like groove of another monomer, and himself have groove equally with shape, but occuping the monomer building block of top, step structure effective impedance glides along the hypotenuse of the monomer building block that occupy the below.
What figure five was showed is striped shape fin design of the present invention, and the effect of the step-like fin design of its effect and band of the present invention in like manner.
Figure six is showed is the essential association relation of monomer of the present invention when building by laying bricks or stones, wherein monomer A), B) behind the location, monomer C) embed along the direction of arrow and to build by laying bricks or stones.
Figure seven is showed is the present invention's design of punching, the punching position, hole, fin position of a monomer of the present invention is corresponding with position, another part monomer groove of the present invention cell wall hole, each relative opening distinctly communicated after fin embedded groove, screw and nut or the insertion wooden plug tenon through anticorrosion mothproof processing can be installed in the hole, increase the stretching resistance of blockhouse.
What figure eight was showed is triangular design of the present invention, and illustrated two kinds of patterns must be arranged, and alternately builds by laying bricks or stones by row, is a mutation of quadrangle design in fact.
What figure nine was showed is the difference of hexagonal design of the present invention and quadrangle design, can find out that hexagonal design is another mutation of quadrangle design.
Figure ten is showed is multi-edge multi-groove design building block of the present invention, and the anti-safety factor of destroying of its antidetonation tension is higher, can be used for having the building by laying bricks or stones of building of specific safety needs.
What figure 11 was showed is building block edge shape variation patterns of the present invention, and multiple variation can be arranged, and does not enumerate grain pattern one by one, and its same characteristic features is: building block fin and groove or building block fin rib base portion and notch can all or part ofly match.
Figure 12 is showed is to use building block of the present invention build a wall can decompose load effectively and prevent that body of wall from producing vertical crack the pressure of overburden load-bearing back timber.Common cuboid, nearly cuboid brick and cuboid, nearly cuboid body that building block is built a wall are very easily grown vertical crack under the pressure of spandrel girder, reason be positioned at the brick of spandrel girder below vertical row or building block under the situation that is subjected to overburden pressure for a long time from top to bottom fracture gradually, this vertical row sink, with the dislocation of body of wall remainder, make body of wall at the bottom of beam, grow two vertical cracks downwards, the last body of wall that thoroughly destroys.And use building block of the present invention to build a wall, as shown in the figure, spandrel girder 1) gravity is by the institute of the building block on a large scale together support of A1 to A9 row, A1 to I9 row and this two row below, spandrel girder 1) pressure effectively decomposed, in like manner, spandrel girder 2) pressure also effectively decomposed, the ability that body of wall supports spandrel girder strengthens greatly.Sinking trend as for the A row, owing between building block of A1 to A8 row and the building block of B2 to B9 row the step impedance is arranged, and between B row and the C row, between C row and D be listed as ... the step impedance is all arranged, so the A row can not sink with respect to its left one row dislocation, can between A row and its left one row, not grow the crack, in like manner, also can not misplace between building block of A1 to I9 row and the building block of B1 to I8 row and grow the crack, the rest may be inferred by analogy.
The building block of the present invention build a wall that is to use that figure 13 is showed prevents that under house foundation part depression situation the situation in horizontal crack, stairstepping crack from appearring in body of wall.The body of wall that uses the mortar bonding method to build by laying bricks or stones, because mortar and brick, building block physical property are different, easily break away from bonding, under house foundation part depression situation, because the weight of brick, building block self, can make the depression position closely brick, the building block on part brick, building block and its top of base break away from bonding gradually, make body of wall horizontal crack, stairstepping crack occur, the destruction body of wall.As shown in the figure, dotted line is represented the direction of setting of ground, A1, B1, C1, D1, E1 direction and position are the places that wall that the mortar bonding method is built by laying bricks or stones is prone to horizontal crack, stairstepping crack, and the wall that uses building block of the present invention to build by laying bricks or stones, owing between the building block step impedance is arranged, again can porose internal thread or dowel connect mutually, put and can not descend condition to produce the crack.
Figure 14 is showed is to use the build a wall mechanical analysis of anti-high wind, anti-horizontal direction pressure of building block of the present invention.Pushing away of the body of wall horizontal external such as violent typhoon of experience shown in arrow among the figure, pull open bad effect down, for common cuboid, the body of wall that nearly cuboid brick or building block are built by laying bricks or stones, be equivalent to A1 among the figure, B1, the brick of C1 column position or building block are under pressure, very easily break away from and be equivalent to A2, B2, the brick of the position of C2 row or the bonding of building block, and do with respect to A2 along the direction of arrow, B2, the brick of the position of C2 row or the motion of building block, same variation in like manner also can take place in other brick or building block, make whole wall generation as shown in phantom in FIG. by the deformation of rectangle, cause the house to cave in to the parallelogram transformation.And for the wall that uses building block of the present invention to build by laying bricks or stones, pushing away of the body of wall horizontal external such as violent typhoon of experience shown in arrow among the figure, pull open bad effect down, A1 and B2 have the connection of vertical step fin and groove as shown in the figure, B1 and C 2 also have the connection of vertical step fin and groove, so A1, B1, the C1 row are difficult for taking place with respect to A2 along direction shown in the arrow, B2, the dislocation displacement of C2 row, such variation in like manner can not take place in other building block yet, make whole wall can not take place as shown in phantom in FIG. by rectangle to make firmly unlikely caving in of house to the deformation that parallelogram changes.
Be to use building block of the present invention to build a wall mechanical analysis that antiseismic shear wave, compressional wave destroy that figure 15 is showed meets with under the situation that secondary wave attacks at body of wall, and it is anti-to destroy principle and figure 14 performances together, no longer repeats at this; And meet with at body of wall under the situation of P wave attack, whole wall is made violent vertical tremor, for for the bonding body of wall of mortar, this kind vibrations can be torn the bonding between brick or the building block, wipe out body of wall, and for the wall that uses building block of the present invention to build by laying bricks or stones, even the screw of aperture or wooden plug tenon are destroyed between the connection building block, must be enough to make the fin between the building block to separate in groups as long as amplitude of vibration is also little with groove, then all building blocks all can be got back to original position automatically under action of gravity after meeting with the P wave attack, make whole this reinstatement of the wall base, make firmly unlikely caving in of house.
Following examples describe the present invention in detail.
Embodiment 1
The anti-body of wall that destroys of industrial building antidetonation tension
Build industrial building ground and wall column with steel concrete, on ground and wall column, the position that contacts with the body of wall that is about to build by laying bricks or stones all has the consistent deep trouth of the degree of depth, the width of groove is consistent with thickness of wall body.With having strong shearing resistance after the moulding, the environment-friendly materials of anti-pressure ability are made shown in figure four with the mode of production of mechanical stamping, thickness is less than 1/2nd building blocks of the present invention of body of wall, promptly become the building block of the present invention shown in figure eight behind the positional punch, with wherein some be truncated into two halves along the diagonal that connect two obtuse angle vertical angles, get the half block that has groove, groove upwards divides inside and outside two-column parallel to place the deep trouth of ground, build the wall part of contact ground by laying bricks or stones, all closely collide together in deep trouth in the base angle of building block, get other building block then, fin inserts downwards in formed two row " V " font grooves of building block of contact ground, upwards build by laying bricks or stones in regular turn, constitute the inside and outside two-layer of body of wall.When building by laying bricks or stones with part that wall column contacts, then will be wherein some be truncated into two halves along the diagonal that connect two acute angle vertical angles, half all is used to build the part that contacts with one side wall column by laying bricks or stones, second half then all is used to build by laying bricks or stones the part that contacts with the another side wall column.When building the body of wall top by laying bricks or stones, then two row " V " font grooves that second half fin nearly body of wall of insertion top building block downwards that will cut down from the building block that contacts ground originally constitutes, promptly formed the complete body of wall in inside and outside two-layer edge, wedging is through the wooden plug tenon of anticorrosion mothproof processing in the last connecting pore between each building block again.In the formed space of inside and outside two-layer body of wall, fill moistureproof, heat-barrier material, promptly build successfully antidetonation, tension by laying bricks or stones, anti-ly destroy, moistureproof, heat insulation industrial building body of wall.
Embodiment 2
The hard tent
With three 1 millimeters thick, 20 centimetres of every length of sides, wherein two vertical angles are that 60 degree, two vertical angles are the quadrangle aluminium flakes of 120 degree, stacked together, a middle edge is connected the diagonals of two 60 degree vertical angles after one side is pulled out 2 centimetres, three aluminium flakes are fixed with seccotine, promptly become the building block of the present invention shown in figure one, the part that a middle aluminium flake is pulled out promptly forms fin, and the part of indentation promptly forms groove, does 200 as legal system.With wherein 40 be truncated into two halves along the diagonal that connect two 120 degree vertical angles, get the half block that has groove, groove upwards inserts four bases of hard tent kiss the earth.Frame can be made with the aluminium matter wire rod of 3 mm wides, 2 centimetres of deep trouths with 2 meters of length, top in four bases.With 1.8 meters of length, angle is that the 120 aluminium matter linea angulatas of spending angles, both sides band 3 mm wides, 2 centimetres of deep trouths are made hard tent four ribs.Four surfaces that can form the hard tent between base and four ribs are gone in the intercalation in regular turn downwards of all the other 156 fins, at last with remaining 4 at the groove position with long 20 centimetres, angle be the aluminium matter linea angulatas of 120 degree angles, both sides band 3 mm wides, 2 centimetres of deep trouths be fixed into infundibulate, with this infundibulate wedge angle upwards, the downward intercalation of fin goes into four surperficial tops of hard tent, can build by laying bricks or stones into 2 meters of bottom side lengths, high 1.414 meters, 3 millimeters of wall thickness, totally enclosed can effectively anti-high wind, the four limits pyramidal aluminium matter tent of avalanche resistance, Chinese People's Anti-Japanese Military and Political College's type carnivore invasion and attack.Inlet as for tent, can consider that therein a surperficial bottom places the equilateral triangle aluminium frame of 1 meter of every length of side, two waistbands, 3 mm wides, 2 centimetres of deep trouths in advance before not building aluminium flake by laying bricks or stones, equilateral triangle aluminium frame and digonous between intercalation building block in regular turn, can form 1 meter of a bottom side length, high about 0.87 meter equilateral triangle inlet in bottom, this tent surface.15 unnecessary aluminium flakes just can be built into the inlet baffle of aluminium matter tent by laying bricks or stones, can be after the people enters tent buckle etc. with metal bolt to be fixed on the inlet aluminium frame.The fresh-keeping problem of air of aluminium matter tent can be solved by perforate on the part aluminium flake.
Claims (5)
1. the building block of the anti-destruction of laid dry method antidetonation tension of the present invention, it is characterized in that monomer whose is a triangle, quadrangle or hexagonal plate body or polyhedron, the tool certain thickness, two surfaces are arranged, the part edge of plate body has fin, part edge has groove in addition, and the spatial form of groove is consistent with the shape of fin, so that inlay connection mutually with other identical shaped monomer of the present invention.
2. the building block of the anti-destruction of laid dry method antidetonation tension according to claim 1 is characterized in that step or band concave and convex stripe can be played in the surface of fin.
3. according to claim 1 and the building block of the anti-destruction of the described laid dry method of claim 2 antidetonation tension, can punch in the fin position that it is characterized in that a monomer of the present invention, position, hole and another part monomer groove of the present invention cell wall position of punching is corresponding, and Kong Zhongke installs screw and nut or the wedging wooden plug tenon through anticorrosion mothproof processing.
4. according to the building block of the anti-destruction of claim 1, claim 2 and the described laid dry method of claim 3 antidetonation tension, it is characterized in that building block has multilayer rib, groove structure.
5. according to the building block of the anti-destruction of claim 1, claim 2, claim 3 and the described laid dry method of claim 4 antidetonation tension, it is prominent or arc is recessed that the every limit that it is characterized in that building block can be arc, wherein arc is dashed forward or arc concave arc degree unanimity, it is prominent or arc is recessed that fin and groove also are arc thereupon, or it is stepped, fin and groove are also stepped thereupon, or are other styles variations, and fin and groove are also done same variation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2003101037700A CN1540116A (en) | 2003-10-28 | 2003-10-28 | Shockresistant, tensile and anti destructive building blocks made through dry paving method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2003101037700A CN1540116A (en) | 2003-10-28 | 2003-10-28 | Shockresistant, tensile and anti destructive building blocks made through dry paving method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1540116A true CN1540116A (en) | 2004-10-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2003101037700A Pending CN1540116A (en) | 2003-10-28 | 2003-10-28 | Shockresistant, tensile and anti destructive building blocks made through dry paving method |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926800A (en) * | 2016-06-12 | 2016-09-07 | 哈尔滨工业大学深圳研究生院 | Industrialized building partition wall beneficial for structural seismic resistance |
| CN106088395A (en) * | 2016-07-27 | 2016-11-09 | 绵阳高新区大任节能技术有限公司 | Honeycomb structure blockwork |
| CN109113216A (en) * | 2018-04-12 | 2019-01-01 | 刘式 | A kind of hawks and falcons Tenon brick |
| CN109113253A (en) * | 2018-06-14 | 2019-01-01 | 刘式 | A kind of dislocation type Tenon brick (series) |
| CN111405932A (en) * | 2017-11-30 | 2020-07-10 | M·佩鲁西 | Kit for constructing a dry installation wall |
-
2003
- 2003-10-28 CN CNA2003101037700A patent/CN1540116A/en active Pending
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926800A (en) * | 2016-06-12 | 2016-09-07 | 哈尔滨工业大学深圳研究生院 | Industrialized building partition wall beneficial for structural seismic resistance |
| CN106088395A (en) * | 2016-07-27 | 2016-11-09 | 绵阳高新区大任节能技术有限公司 | Honeycomb structure blockwork |
| CN111405932A (en) * | 2017-11-30 | 2020-07-10 | M·佩鲁西 | Kit for constructing a dry installation wall |
| CN111405932B (en) * | 2017-11-30 | 2022-01-11 | M·佩鲁西 | Method for constructing dry type installation wall |
| CN109113216A (en) * | 2018-04-12 | 2019-01-01 | 刘式 | A kind of hawks and falcons Tenon brick |
| CN109113253A (en) * | 2018-06-14 | 2019-01-01 | 刘式 | A kind of dislocation type Tenon brick (series) |
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