CN1055407A - Interlinkage building blocks and cover connection building law - Google Patents
Interlinkage building blocks and cover connection building law Download PDFInfo
- Publication number
- CN1055407A CN1055407A CN 91107178 CN91107178A CN1055407A CN 1055407 A CN1055407 A CN 1055407A CN 91107178 CN91107178 CN 91107178 CN 91107178 A CN91107178 A CN 91107178A CN 1055407 A CN1055407 A CN 1055407A
- Authority
- CN
- China
- Prior art keywords
- interlinkage
- building blocks
- cover connection
- cover
- unit
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Landscapes
- Finishing Walls (AREA)
Abstract
The invention discloses a kind of wall body construction unit interlinkage building blocks, interlinkage building blocks and cover connection building law.Use it and can construct integral wall.Not only antidetonation but also save was not only applicable to earthquake region building aseismicity body of wall, and was applicable to the vast urban and rural buildings body of wall that all do not have earthquake situations.It is length, width with thickness of wall body that the unit interlinkage building blocks is one, is cube interlinkage building blocks body of height with the manual operated weight size.Interlinkage building blocks is that the unit interlinkage building blocks of two identical or inequality (but highly must be consistent) is formed; The fissure of displacement is built by laying bricks or stones mutually, and lime mortar trace grouts stable, and cover connection rod cover connection is fixing, thereby finishes the monolithic architecture body of wall of all thickness, antidetonation, saving.
Description
The present invention is building all thickness, shock strength, whole construction wall member and the building method of saving.
China and countries in the world, it is earthquake-prone regions that many areas are arranged, and has the area of earthquake situations also to belong to much, yet these regional construction walls generally use fragment of brick, building block to grout and build up, one when facing earthquake, wall falls the room and collapses the life and property loss heaviness.In order to make the mankind exempt from earthquake, body of wall built up not only save but also the body of wall of antidetonation, become the urgent mission of building.Even without the area of earthquake situations, be not badly in need of the body of wall of building aseismicity, still, conscientiously to examine or check, the clay calculon is used in these areas, and not only speed of application is unhappy, and the farmland loss is also quite serious; Even use the building-block economical with materials, but body of wall is not firm, in case can't resist to suffer the attack of natural calamity and war artillery fire shock wave.Therefore, improve materials for wall and building method, become urgent gesture.
Purpose of the present invention and effect, cement mortar or concrete material that using design exactly needs label are manufactured the cover connection wall body construction with overall performance; Use cover connection building law, build various shock strengths, thickness, the whole construction wall of saving, reach and resist earthquake, make the mankind exempt from the purpose of earthquake disaster, reach simultaneously economical with materials, expense, saving body of wall area occupied, construction fast, body of wall is sturdy and durable, avoids the purpose of farmland loss.Therefore, the present invention is not only applicable to the earthquake region, earthquake situations district building aseismicity body of wall is arranged, and prevents and resist earthquake; And be applicable to all vast both urban and rural area building conservations that do not have earthquake situations, firm, durable monolithic architecture body of wall.
Purpose of the present invention and effect are to finish as lower member and building method.Can overlap when wall body construction can the fissure of displacement be constructed and be coupled to integral wall, the present invention proposes two and have and overlap the wall body constructions that join parts.The one, the unit interlinkage building blocks; The 2nd, interlinkage building blocks.Use this two members, interact, the fissure of displacement is built by laying bricks or stones, forms a cube of masonry of body of wall component part; It is corresponding vertical adjacent up and down to make the cover of levels unit's interlinkage building blocks join excellent hole simultaneously, forms integral wall by vertical cover connection.In order to realize cover connection, make one by one wall body construction form integral wall; Cover connection rod and two cover connection of cover connection reinforcing bar member have been proposed again.Use material for reasonable the saving, guarantee the load-bearing shockproof requirements, the method for designing that has proposed three type wall body constructions again and overlapped the connection member.The one, satisfy the first kind member that general load-bearing shock strength requires.Length, the width dimensions minimum of each unit interlinkage building blocks of this class A of geometric unitA are 110 millimeters, are size more than 240 millimeters to the maximum.By 10 millimeters carries, the length of each unit interlinkage building blocks, width dimensions can be divided into 110,120,130,140,150,160,170,180,190,200,210,220,230,240 millimeters and more than the length, the width dimensions that need.It is 30 millimeters that its symmetrical cover connection joins the gauge of building plate, overlapping the plate that is connected and fixed; The gauge of its cover connection clamp is 20 to 25 millimeters; The diameter dimension minimum of its cover connection rod is 30 millimeters.The 2nd, satisfy the second kind member that various load-bearing shock strengths require.Length, the width dimensions of each unit interlinkage building blocks of this class A of geometric unitA, minimum is 140 millimeters, is 280 millimeters and above size to the maximum, its symmetry cover connection is built plate, is overlapped the gauge minimum of the plate that is connected and fixed more than 30 millimeters; The gauge of its cover connection clamp is 25 to 30 millimeters; Its diameter dimension minimum of overlapping the connection rod should equate or build greater than symmetry cover connection the gauge of plate with the gauge of symmetry cover connection block plate more than 30 millimeters.The 3rd, adapting to no load-bearing does not have the easy third kind of member of antidetonation requirement saving.Length, the width dimensions of each unit interlinkage building blocks of this class A of geometric unitA, minimum is 80 millimeters, is to the maximum more than 100 millimeters or 100 millimeters.Its symmetry cover connection is built the be connected and fixed gauge of plate, cover connection clamp of plate, cover and is 20 millimeters to 27 millimeters, and the excellent diameter dimension minimum of cover connection is 20 millimeters, and maximum is no more than 30 millimeters.For make do not link mutually one by one and make between the coarse unit interlinkage building blocks hardware mutually that cover is coupled to integral wall, cover connection building law has been proposed again.Cover connection building law is to realize unit interlinkage building blocks, interlinkage building blocks are one by one formed the building method of an integral wall.The present invention solves by three aspects.The one, to cover connection wall body construction, adopt unit cube building block body method for designing, make the vertical length central authorities of each unit cube building block body all have a cover to join excellent hole simultaneously with cover connection function; In order to make hard cover connection rod overlap the connection connection mutually by forming levels smoothly, application cover connection tolerance dimension has designed cover and has joined the tolerance groove; Thereby making each unit interlinkage building blocks is a cube of the same building block body of thickness of wall body size, all is again to have cover connection parts; The 2nd, each adjacent unit interlinkage building blocks member all has one to equate with gauge that the symmetry cover connection of unit interlinkage building blocks is built plate or join the garden rod greater than the cover that symmetry cover connection is built the gauge of plate; In order to improve cover connection barred body intensity, use and add the reinforcing bar system of giving in the middle of plain concrete or the plain concrete and make and all can.For stiffener laterally between, cover connection between the member of body of wall corner, between body of wall and the post, between body of wall and the beam body, proposed to use cover connection reinforcing bar again and strengthened connection.The 3rd, cover connection construction method.Construct about the first floor of body of wall, the cover connection of second layer interlinkage building blocks.At first on smooth good construction wall position or on the floor collar tie beam, connected the first floor interlinkage building blocks one by one.Between the first floor interlinkage building blocks, in order to strengthen connecting close joint, the symmetry cover connection block vertical tangent plane enforcement in the plate side trace of tackling each adjacent interlinkage building blocks grouts.After the first floor interlinkage building blocks is constructed, the basic roach of half height of filling in the excellent hole of reply cover connection; Thereafter the symmetry of first floor interlinkage building blocks being overlapped the top tangent plane enforcement trace that joins the block plate grouts; Trace grouts, and is to use the lime mortar to grout, and the amount of grouting general thickness is 5 millimeters, and maximum ga(u)ge is no more than 10 millimeters, uses the lime mortar, and sticking connection when constructing is convenient to during dismounting remove; It is to solve interlinkage building blocks to stablize when level is constructed up and down that trace grouts, and adjusts the level of level, plays close joint and sticking effect simultaneously.When constructing second layer interlinkage building blocks, key is the levels interlinkage building blocks fissure of displacement, cover connection rod cover connection, fixed cover connection rod.For the mutual fissure of displacement of level up and down, first member of first floor is an interlinkage building blocks, so, and first member unit of should be interlinkage building blocks of the second layer; Thereafter, then using interlinkage building blocks gets final product; If first member of first floor is the unit interlinkage building blocks, so, first member of the second layer then should be interlinkage building blocks; Thereafter, then using interlinkage building blocks gets final product.If corner is constructed, the corner of second layer cover connection has formed the fissure of displacement, so, then uses interlinkage building blocks and gets final product.After first and second fault seam is constructed, be that the cover of each unit interlinkage building blocks on upper strata joins excellent hole with cover connection rod by the second layer promptly, it is that the cover of the interlinkage building blocks of lower floor joins in the excellent hole half highly that lower floor's cover connection barred body of cover connection rod is inserted in first floor; Upper strata cover connection rod then be inserted in the second layer be the cover of the interlinkage building blocks on upper strata join on half height and position excellent hole in (second layer be the cover of upper strata interlinkage building blocks join half remaining height and position in excellent the hole in be used for the 3rd layer overlap with second layer member join).If the cover of cover connection rod cover connection levels interlinkage building blocks joins not enough half height and position in excellent hole, available roach filling.After cover connection rod cover connection is good, promptly use basic roach filling, or industrial residue filling cover connection tolerance groove and the excellent hollow part of cover connection radiationless, chemical contamination, fix cover connection rod.About constructing of third and fourth layer and above each layer interlinkage building blocks, can hocket by first floor, the wall constructed cover connection building method of second layer interlinkage building blocks, can finish the integral body of design body of wall and construct.About the cover connection building of body of wall with post.If post is when using the interlinkage building blocks building, can on the body of wall of cylinder, use interlinkage building blocks and implement the cover connection.The key here is garden shape, arc, square the getting final product that anteposition unit's interlinkage building blocks design of application interlinkage building blocks needs.Its cover linked method overlaps linked method with body of wall.If connect, then can use cover connection reinforcing bar and the unit interlinkage building blocks of styletable interlinkage building blocks be joined with column sleeve get final product with the concrete reinforcement post.Also can use the post with cover connection parts joins with the body of wall unit interlinkage building blocks cover adjacent with post.Body of wall cover connection building about two row different directions.The key here is to resolve the corner cover connection of two row different directions intersection points, after the first floor interlinkage building blocks is got well by connection from two different directions, when the second layer is constructed, anteposition unit's interlinkage building blocks of the interlinkage building blocks of anteposition unit's interlinkage building blocks gland longitudinal direction body of wall of the interlinkage building blocks of horizontal direction body of wall.As long as the intersection point corner of both direction body of wall replaces gland according to the above-mentioned second layer, the 3rd layer of construction method.Body of wall cover connection building about two row different directions different-thickness.Its corner gland method is with the corner cover connection building method of the body of wall of two row different directions; Different is the interlinkage building blocks that should use the unit interlinkage building blocks composition of two row different directions thickness of wall body sizes.Use two row interlinkage building blocks about big thickness body of wall and overlap the connection construction wall side by side, the key here is to use the interlinkage building blocks of big half width dimensions of thickness body of wall; When the cover connection is constructed side by side, first floor is constructed side by side, construction method is the same with the wall constructed method of first floor interlinkage building blocks, when the second layer is constructed, should use with half of big thickness thickness of wall body size and cause fissure of displacement building condition for the interlinkage building blocks of unit interlinkage building blocks width, thereafter be the interlinkage building blocks precast member arranged side by side of unit interlinkage building blocks width dimensions then, when can reach the second layer fissure of displacement and construct, first floor construction member arranged side by side overlapped join with half of big thickness thickness of wall body size.Each level is constructed then and is overlapped the connection construction method side by side according to first floor, the second layer later on, and alternately the cover connection is constructed and got final product.Cover connection building about fellow disciple, window.Here key is that doorframe and window frame is carried on the back the cover connection parts that the position that combines with the interlinkage building blocks body of wall should have the hollow part that can be inserted in interlinkage building blocks, if do not have, can use that little woodbox is inserted in vertically, laterally the hollow part of interlinkage building blocks is carried on the back with Door and window frame and combined, be screwed, as for the cover connection parts or the little woodbox that are inserted in the hollow part of interlinkage building blocks hollow joint is arranged, available lime mortar is smeared seam and is got final product.Build with beam body cover connection about body of wall.As the beam body is to give the system beam, and the beam body should be made cover connection parts and body of wall top interlinkage building blocks cover connection; As cast-in-place beam body, can use cast-in-place can the finishing in the vertical cover connection of cover connection reinforcing bar and beam body cage of reinforcement back and overlap connection.
Because above-mentioned interlinkage building blocks and cover connection member have the thickness that satisfies various designing requirements, the parts of intensity size,, make body of wall realize that integral body constructs by using cover connection building law; Thereby can satisfy the needs of resisting earthquake and various load bearing stengths; Make all earthquake regions or have the regional architecture of earthquake situations to play the antidetonation body of wall, make the mankind exempt from earthquake disaster; Simultaneously because unit interlinkage building blocks, interlinkage building blocks dimensional thickness are reasonable in design, can economical with materials, reduce expenses, save the body of wall area occupied.Avoid the farmland loss, therefore go for the vast territory township building conservation integral wall that all do not have earthquake situations.As for manufacturing of cover connection wall body construction also is easy, and the manual production mould is also comparatively simple and easy; Machinery production, if to the production facility of existing calculon and building-block, mould in addition corresponding improvement can produce; Grasp also not so difficult as for cover connection construction techniques; Therefore the present invention applies, be not only urgent need, practical, and be to realize easily.Below with reference to part dimension design participate-reform table and accompanying drawing the present invention is described in further detail.
Fig. 1-1 is that unit of the present invention interlinkage building blocks, interlinkage building blocks, cover connection rod, cover connection reinforcement constitution stravismus (signal) are schemed to 1-4,2-1 to 2-4.
Referring to Fig. 1-1,2-1, no matter the unit interlinkage building blocks is first kind, second kind, third kind of member, and its width dimensions is the construction wall gauge; Its length dimension and width dimensions are that the thickness of wall body size is same; Its height dimension for adapting to manual operated weight, is generally 120 millimeters, presses the construction weight situation, also can be greater than or less than 120 mm sizes.But, it is unit interlinkage building blocks width dimensions that the length dimension design of unit interlinkage building blocks has following several situation also can be greater than or less than the thickness of wall body size, and the thickness of wall body that has is less, in order to improve speed of application, the Design of length of unit interlinkage building blocks can be greater than the width chi; Equally, the thickness of wall body that has is bigger, in order to alleviate unit interlinkage building blocks weight, adapts to requirement hand-manipulated, and its Design of length can be less than width dimensions; Sometimes the construction wall length dimension is limited, by the average length size, can be bigger or smaller than thickness of wall body size, thereby unit interlinkage building blocks length dimension design can be greater than or less than width dimensions.The design that above-mentioned several situation length dimension is greater than or less than width dimensions is of a size of the length dimension design needs, but this is not the unit interlinkage building blocks that unit interlinkage building blocks width dimensions designs for length dimension with the thickness of wall body size, when being used for the body of wall angle position and constructing, its length dimension then must with the unit interlinkage building blocks width dimensions be that thickness of wall body is measure-alike.The width dimensions design of unit interlinkage building blocks has following two kinds of situations, also can be greater than or less than thickness of wall body, but must be the multiple size.As big thickness body of wall, need two row members to construct side by side, the length dimension of this unit interlinkage building blocks should be big thickness thickness of wall body size, and its width dimensions then is half of big thickness body of wall, and promptly two one half width sums are big thickness thickness of wall body size.This member can give system side by side, also can not give system side by side.Its width is the big gauge of unit interlinkage building blocks length body of wall when giving system side by side.But be the unit interlinkage building blocks of two one medium-sized gauge width; Its width is not a half-size scale of the big gauge of body of wall when not giving system side by side.As the wall body construction of two row different-thickness sizes, the length dimension of this unit interlinkage building blocks respectively is the different thickness of wall body size of thickness, and its width dimensions is the same with length dimension, and each is measure-alike with the thickness of wall body of different-thickness.Overlap cement mortar or the concrete cube building block body that joins parts, the unit's of crying interlinkage building blocks according to the having of method for designing design that the present invention proposes.The unit interlinkage building blocks is a basic building block of forming interlinkage building blocks.It also is the cover connection basic building block that the fissure of displacement is constructed and turned and construct when wall constructed.
Referring to Fig. 1-2,2-2, no matter interlinkage building blocks is first kind, second kind, third kind of member, is two unit interlinkage building blocks and forms.When two unit interlinkage building blocks were formed interlinkage building blocks, its cover connection clamp should be inwardly near adjacent; It is then outside to overlap the plate that is connected and fixed, at the interlinkage building blocks two ends.Its width dimensions equates with the thickness of wall body size; Its length dimension then is two unit interlinkage building blocks length dimension sums; Its height dimension is the height dimension of the unit interlinkage building blocks of two equal heights.What be used for that anteposition cover connection constructs is anteposition unit's interlinkage building blocks (1); What be positioned at that back position cover connection constructs is a back unit interlinkage building blocks (2).If body of wall angle position or post position need garden shape, arc, a be connected and fixed end of plate (6) of the cover of anteposition interlinkage building blocks (1) should be garden shape, the arc of designing requirement so.
Referring to Fig. 1-1,2-2, for the unit's of making interlinkage building blocks had both had the function of building a wall and cover connection function, have the intensity that needs again, it is design like this that each unit interlinkage building blocks is constructed.The one, symmetry cover connection is built plate (1).In order to satisfy the needs of masonry panel, each unit interlinkage building blocks all has the block plate of a pair of symmetry, is symmetrically formed the building block body with thickness of wall body size equal lengths size and width dimensions; For satisfy with adjacent members mutually cover be coupled to integral body, two symmetries are built plates and are symmetrically formed hollow, work the cover connection rod effect that sticks simultaneously for design cover connection tolerance groove and the excellent hole of cover connection form condition; In order to satisfy load-bearing, bending resistance, resistance to compression requirement, the width of two symmetry cover connection block plates is a gauge, takes the intensity size design of three types.First kind member, width dimensions is 30 millimeters, satisfies the requirement of general load-bearing shock strength; Second kind member, width dimensions satisfy antidetonation, the resistance to compression load-bearing requirement of different needs more than 30 millimeters; Third kind of member adapts to the simple and easy requirement of saving do not have antidetonation not have load-bearing, its width dimensions be 20 millimeters and more than, below 27 millimeters.Symmetry cover connection is built length dimension, the then unit's of pressing interlinkage building blocks method for designing design of height dimension of plate.The 2nd, hollow part (2).Its position is at the outside of overlapping the plate that is connected and fixed, cover connection clamp and cover connection tolerance groove side; Its hollow amount is determined according to member designs part dimension situation.The 3rd, cover connection tolerance and cover connection tolerance groove (3).In order to make hardware cover connection rod be easy to join excellent hole by the cover of each unit interlinkage building blocks, the excellent bore dia size of cover connection should form the common public difference size of cover connection greater than the excellent diameter dimension of cover connection, is cover connection tolerance.Cover connection tolerance dimension is generally 15 millimeters.According to excellent bore dia size design of cover connection and the excellent diameter dimension design of cover connection, also can be greater than 15 millimeters, or less than 15 millimeters, but minimum is not less than 10 millimeters.The hollow part of garden shape that cover connection tolerance dimension forms is cover connection tolerance groove.Cover connection tolerance groove is to satisfy cover connection rod to use by forming the cover connection smoothly, also is used for filling roach fixed cover connection rod and uses.The 4th, cover connection excellent hole (4).For about satisfying, the adjacent unit interlinkage building blocks in the left and right sides, interlinkage building blocks is used cover connection rod cover and is coupled to integral body, all there are an excellent hole of cover connection in the length of each unit interlinkage building blocks and width central authorities.Its diameter dimension has two kinds of methods for designing.First method for designing is to take to overlap fixing the connection with the symmetry cover of the excellent diameter dimension of connection to build the method design that sheet thickness dimension equates; Second method for designing is that the excellent diameter dimension of cover connection is unfixing, equals, is greater than or less than symmetry cover connection and build sheet thickness dimension; Be unit interlinkage building blocks width dimensions or length dimension, deduct two symmetry cover connection and build sheet thickness dimension that deduct two cover connection tolerance grooves again, remaining size number is the excellent bore dia size of cover connection.The 5th, cover connection clamp (5).Join excellent requirement in order to satisfy fixed cover, the symmetry of each unit interlinkage building blocks cover connection is built an end of plate, and a cover connection clamp is arranged, with the cover plate symmetry that is connected and fixed; Its particular location adds half cover at the central point of unit interlinkage building blocks and joins excellent diameter dimension, adds a cover connection tolerance groove size again.Cover connection clamp can connect symmetry cover connection to be built plate and plays and add the effect of strong unit interlinkage building blocks, plays the effect of fixed cover connection rod simultaneously; The gauge of cover connection clamp is also taked three type design.The cover connection clamp gauge of first kind member is 20 to 25 millimeters; The cover connection clamp gauge of second kind member is 25 to 30 millimeters; The cover connection clamp gauge of third kind of member should be not less than 20 millimeters.The 6th, overlap the plate (6) that is connected and fixed, link up the masonry that forms symmetrical hollow in order to make symmetry cover connection build plate, when strengthening unit interlinkage building blocks intensity, have again with symmetry cover connection and build plate, the acting in conjunction of cover connection clamp, form and overlap excellent hole of connection and cover connection tolerance groove, each unit interlinkage building blocks all has one to overlap the plate that is connected and fixed.Its position is at an end of symmetry cover connection block plate, and is symmetrical with cover connection clamp; Its particular location, be positioned at unit interlinkage building blocks central point and add half cover and join excellent diameter dimension, add a cover connection tolerance groove size again, in order to satisfy the requirement of varying strength, its gauge is taked three type design, and the cover of the first kind member sheet thickness dimension that is connected and fixed is 30 millimeters; The cover of the second kind member sheet thickness dimension that is connected and fixed is to need the intensity size more than 30 millimeters; The cover of the third kind of member sheet thickness dimension that is connected and fixed is 20 millimeters.
Referring to Fig. 1-2,2-2, interlinkage building blocks is made up of two unit interlinkage building blocks.Expose requirement attractive in appearance in order to satisfy block plate and body of wall corner, an end of anteposition unit's interlinkage building blocks (1), according to post and body of wall corner design needs, its end that overlaps the plate that is connected and fixed can be garden shape, can be arc, can be for square; Be positioned at the back position unit interlinkage building blocks (2) of back, because it does not need the function of anteposition unit's interlinkage building blocks, its structure is constant, but, no matter anteposition unit's interlinkage building blocks (1) exposes and partly is what shape, its cover be connected and fixed plate, cover connection clamp, cover connection tolerance groove, that cover joins excellent hole dimension method for designing is constant.
Referring to Fig. 1-3,2-3, cover connection rod, for about satisfying, left and right sides adjacent cells interlinkage building blocks, interlinkage building blocks member cover be coupled to integral body, every pair of levels unit's interlinkage building blocks all has a cover connection rod.Cover connection rod is made up of upper strata cover connection barred body (1), lower floor's cover connection barred body (2) and hollow part (3).Upper strata cover connection barred body (1) is used to overlap half height dimension of connection upper floor unit interlinkage building blocks; Lower floor's cover connection barred body (2) is used to overlap half height dimension of connection lower floor unit interlinkage building blocks; Hollow part (3) is used to guarantee to overlap under the condition of the excellent intensity of connection the economical with materials weight reduction.The excellent diameter dimension of cover connection is taked three type design.The cover of first kind member joins excellent diameter dimension and is generally 30 millimeters, and in order to strengthen bulk strength, the excellent diameter dimension of cover connection can promptly be built sheet thickness dimension greater than symmetry cover connection greater than 30 millimeters; It is more than 30 millimeters that the cover of second kind member joins excellent diameter dimension, promptly be equal to or greater than symmetry cover connection and build sheet thickness dimension, its method for designing is the width dimensions of unit interlinkage building blocks, deduct two symmetry cover connection and build sheet thickness dimension, deduct two cover connection tolerance groove sizes again, remaining size number is the excellent diameter dimension of cover connection.It is 20 to 27 millimeters that the cover of third kind of member joins excellent diameter dimension.The excellent height dimension of cover connection is generally a unit interlinkage building blocks height dimension, and for economical with materials, cover connection rod also can be less than a unit interlinkage building blocks height dimension, but minimumly should be not less than 80 mm sizes.Cover connection rod is made for the plain concrete material, in order to strengthen intensity, also can add reinforcing bar in the middle of plain coagulation cover connection barred body.The excellent hollow restriction of cover connection, the cover of first kind member joins excellent diameter dimension should be at 50 millimeters, and ability is hollow, should guarantee 20 to 25 millimeters of wall thickness dimensions simultaneously; The cover of second kind member joins excellent diameter dimension should be more than 60 millimeters, and ability is hollow, should guarantee that simultaneously wall thickness dimension is 25 to 30 millimeters.
Referring to Fig. 1-4,2-4, cover connection reinforcing bar, for strengthen between the wall body construction, body of wall with between the post, body of wall with turn between the body of wall, cover is coupled to integral intensity between body of wall and the beam body, can use to overlap to join reinforcing bar.Cover connection reinforcing bar can give system, for facility needs, can cut system in the scene.The big I of reinforcing bar is determined by requirement of strength; Cover connection reinforcing bar is made up of cover link rod (1) and (2) two parts of tenon.The cover that cover link rod length dimension is generally two the adjacent unit interlinkage building blocks spacing dimension between plate (6) or two members that is connected and fixed, tenon (2) is generally 20 millimeters, for fixation, also can be greater than 20 mm sizes.
Referring to Fig. 1-1,1-2,2-1,2-2, unit interlinkage building blocks, interlinkage building blocks.Legend is the member constructional drawing that machinery production is made, and for easy mould is convenient to machinery production, therefore overlapping the plate (6) that is connected and fixed, overlapping connection clamp (5) is not hollow.If during manual die production, for the economical with materials weight reduction, the cover of each unit interlinkage building blocks is connected and fixed plate (6), cover connection clamp (5) can vertical hollow, forms top cover plate and the bottom cover plate that is connected and fixed that is connected and fixed, and top cover connection clamp and bottom are overlapped and joined clamp.Its gauge is constant, and its height dimension should equate with gauge.
Referring to table 1, table 2, table 3, for on the basis of literal and marginal data, further the present invention is done concrete narration, proposed to satisfy each part dimension design data reference table of the unit interlinkage building blocks of first kind, the second kind of various building wall thickness, third kind of member.In architectural design, production, construction practical application, in order to satisfy the needs of various load-bearing, shock strength, the method for designing that can propose according to the present invention is suitably adjusted the various part dimension design datas that reference table exemplifies.
Claims (10)
1, the interlinkage building blocks 1-1 of unit, a 2-1 by concrete or cement mortar material, interlinkage building blocks 1-2,2-2, cover connection excellent 1-3,2-3, wall body construction that cover connection reinforcing bar 1-4,2-4 form and cover connection member, it is characterized in that by using cover connection building law, can finish integral body, the antidetonation of 80,90,100,110,120,130,140,150,160,170,180,190,200,210,220,230,240,250,260,270,280 millimeters and above gauge, the construction wall of saving.
2, by the interlinkage building blocks 1-1 of unit, the 2-1 of claim 1 regulation, be to be length, width dimensions with the construction wall gauge, be fit to the unit cube interlinkage building blocks body that weight is of a size of height dimension with manual operations.It is characterized in that, the unit interlinkage building blocks is not only the unit cube building block body that thickness of wall body is of a size of equivalent, and has cover connection parts cover connection tolerance groove (3), the cover connection rod (4) of finishing neighbouring and transverse horizontal adjacent members cover connection and make condition for cover connection rod by cover Linkage
3, by interlinkage building blocks 1-2, the 2-2 of claim 1 regulation, not only height dimension is identical to it is characterized in that two, and the unit interlinkage building blocks that the length width size is also identical is formed.In order to overlap body of wall, the cylinder of connection different-thickness size, then be that two height dimensions are identical, length width size unit interlinkage building blocks then inequality is formed.
4, by the unit interlinkage building blocks of claim 1 or 2 regulations, it is characterized in that each unit interlinkage building blocks all has two symmetry cover connection to build plates (1), as member build by laying bricks or stones cube simultaneously again for form cover connection excellent hole (4), cover connection tolerance groove (3) creates conditions; Because the requirement of strength of antidetonation and load-bearing is different, design provides first, second, the third three kinds of intensity size members.
5, by claim 1 or 3 interlinkage building blocks of stipulating, it is characterized in that each unit interlinkage building blocks all has a cover connection excellent hole (4), the cover connection groove (3) that design provides according to cover connection tolerance dimension around the excellent hole of cover connection, its position is owing to the vertical central authorities at each unit cube interlinkage building blocks body, thereby the cover of levels secondary member joins excellent hole (4), the vertical correspondence of cover connection tolerance groove (3) links to each other, when cover connection excellent 1-3,2-3 by the time be easy to by, make the lower member cover be coupled to integral body.
6, by unit interlinkage building blocks, the interlinkage building blocks of claim 1 regulation, there are two different methods for designing its position of an end that it is characterized in that being connected and fixed cover plate (6) is positioned at symmetry cover connection block plate (1).Equate with symmetrical interlinkage building blocks (1) gauge that according to the excellent 1-3 diameter of first kind member cover connection overlapping plate (6) outside that is connected and fixed has hollow part (2) but the economical with materials weight reduction; More than or equal to symmetrical interlinkage building blocks plate (6) gauge, cover plate (6) outside that is connected and fixed does not have hollow part (2) according to the excellent 2-3 diameter of first kind, second kind member cover connection, can be rectangle, garden shape, arc cylinder attractive in appearance or expose part.
7,, it is characterized in that using the cover of upper strata cover connection barred body (1) by the upper floor unit interlinkage building blocks and join excellent hole (4) and realize upper floor unit interlinkage building blocks cover connection by claim 1 regulation cover connection rod; Using the cover of lower floor's cover connection barred body (2) by lower floor unit's interlinkage building blocks joins excellent hole (4) and realizes the interlinkage building blocks cover connection to lower floor unit; Thereby the unit's of making interlinkage building blocks and interlinkage building blocks realize forming integral body by the cover connection
8, by the cover connection reinforcing bar of claim 1 regulation, be characterized in defending (1) and tenon (2) effect by connection, can finish the cover connection between wall body construction, the cover connection of two row body of wall corners, body of wall are with the cover connection of post, and body of wall is with the cover connection of beam body.
9, cover connection building law by claim 1 regulation, it is characterized in that using unit interlinkage building blocks with cover connection parts, interlinkage building blocks member masonry panel, application lime mortar trace grouts the side between the member, the face of top symmetry interlinkage building blocks (1), make the unit interlinkage building blocks of masonry panel, interlinkage building blocks is stable, close joint, sticking connection, use the upper strata cover connection barred body (1) of cover connection rod, lower floor's cover connection barred body (2) joins excellent borehole jack connection to the upper and lower unit's interlinkage building blocks by cover, application foundation roach or industrial residue filling cover connection tolerance groove (3) fixed cover connection rod, filling cover excellent hollow part of connection and the hollow part of interlinkage building blocks (2) make cover connection overall performance strength-enhanced.
10, unit interlinkage building blocks, the interlinkage building blocks of stipulating by claim 1, when manual die production is made, cover is connected and fixed plate (6), cover connection clamp (5) can hollow, forms top cover plate and the bottom cover plate that is connected and fixed that is connected and fixed, and the top cover joins clamp and top and overlaps and join clamp; Its height dimension equates with its gauge, and its gauge design is constant.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 91107178 CN1055407A (en) | 1991-04-15 | 1991-04-15 | Interlinkage building blocks and cover connection building law |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 91107178 CN1055407A (en) | 1991-04-15 | 1991-04-15 | Interlinkage building blocks and cover connection building law |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1055407A true CN1055407A (en) | 1991-10-16 |
Family
ID=4908535
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 91107178 Pending CN1055407A (en) | 1991-04-15 | 1991-04-15 | Interlinkage building blocks and cover connection building law |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1055407A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105382913A (en) * | 2015-09-24 | 2016-03-09 | 陈伟 | Production method for guard stone of sediment core reinforced concrete composite structure |
| CN108138483A (en) * | 2015-08-28 | 2018-06-08 | 崔源玉 | Build the anti-shock methods of slab |
-
1991
- 1991-04-15 CN CN 91107178 patent/CN1055407A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108138483A (en) * | 2015-08-28 | 2018-06-08 | 崔源玉 | Build the anti-shock methods of slab |
| CN105382913A (en) * | 2015-09-24 | 2016-03-09 | 陈伟 | Production method for guard stone of sediment core reinforced concrete composite structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US4597236A (en) | Hollow wall construction | |
| CN106381923A (en) | Multilayer architectural structure adopting prefabricated panel and construction method thereof | |
| CN208056295U (en) | The connection structure of assembly concrete-filled steel tube | |
| CN2370077Y (en) | Pouring connection assembled house prefabricated plate | |
| CN210563378U (en) | Assembled plate combined rammed earth wall | |
| CN1055407A (en) | Interlinkage building blocks and cover connection building law | |
| CN207776225U (en) | A kind of hollowed-block masonry structure with high shear behavior | |
| CN1049040A (en) | Tongue-and-groove irregular hollow building block with interlocking and application thereof | |
| CN2307851Y (en) | Assembly civil buliding wall | |
| CN206279679U (en) | A kind of prefabricated assembled occlusion light floor system | |
| CN113235735B (en) | Traditional bucket-penetrating type wood structure house with light partition wall and construction method | |
| CN87213891U (en) | Pour-in-place core column type big hole concrete paving block for wall board | |
| CN2583234Y (en) | On site pouring reinforced concrete hollow cavity shearing wall | |
| CN210713475U (en) | Plug interlocking combined building block | |
| CN204418211U (en) | A kind of spatial intersecting inter-embedding type ecological block retaining wall system of variable slope | |
| CN210164103U (en) | Mixed prefabricated multi-cavity reinforced concrete wall and underground space structure system | |
| CN206512852U (en) | A kind of multi-layer construction structure of use preformed material | |
| CN2469087Y (en) | Composite wall structure | |
| CN1075429C (en) | Technology for reinforcement and pouring of bearing system of light thermal insulation hollow block | |
| CN216690035U (en) | Building block for assembled enclosure and assembled enclosure | |
| CN2599105Y (en) | Ball type structure insulated hollow brick | |
| CN215949022U (en) | Assembly type building | |
| CN213014791U (en) | Anti-seismic wall structure of green energy-saving building | |
| CN108086575A (en) | A kind of hollowed-block masonry structure with high shear behavior | |
| WO2024038938A1 (en) | Three-dimensionally coupled retaining wall block system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |