CN103817782A - Aerated concrete block with grooves and manufacturing and construction method thereof - Google Patents
Aerated concrete block with grooves and manufacturing and construction method thereof Download PDFInfo
- Publication number
- CN103817782A CN103817782A CN201410068537.1A CN201410068537A CN103817782A CN 103817782 A CN103817782 A CN 103817782A CN 201410068537 A CN201410068537 A CN 201410068537A CN 103817782 A CN103817782 A CN 103817782A
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- block body
- idiosome
- groove
- tube seat
- tension rib
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- 239000004567 concrete Substances 0.000 title claims abstract description 44
- 238000010276 construction Methods 0.000 title claims abstract description 29
- 238000004519 manufacturing process Methods 0.000 title abstract description 6
- 238000005520 cutting process Methods 0.000 claims abstract description 81
- 238000005516 engineering process Methods 0.000 claims abstract description 11
- 239000011449 brick Substances 0.000 claims description 14
- 230000035515 penetration Effects 0.000 claims description 13
- 238000002360 preparation method Methods 0.000 claims description 11
- 238000003825 pressing Methods 0.000 claims description 6
- 239000011381 foam concrete Substances 0.000 claims description 5
- 230000008901 benefit Effects 0.000 abstract description 5
- 238000012545 processing Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 9
- 238000010586 diagram Methods 0.000 description 7
- 239000003550 marker Substances 0.000 description 6
- 230000002457 bidirectional effect Effects 0.000 description 5
- 238000000465 moulding Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 238000007667 floating Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 101100334009 Caenorhabditis elegans rib-2 gene Proteins 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000002513 implantation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000007634 remodeling Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B11/00—Apparatus or processes for treating or working the shaped or preshaped articles
- B28B11/12—Apparatus or processes for treating or working the shaped or preshaped articles for removing parts of the articles by cutting
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
- E04C1/39—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra
- E04C1/397—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra serving for locating conduits
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/142—Means in or on the elements for connecting same to handling apparatus
- E04G21/147—Means in or on the elements for connecting same to handling apparatus specific for prefabricated masonry wall elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Mechanical Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Processing Of Stones Or Stones Resemblance Materials (AREA)
Abstract
The invention provides an aerated concrete block with grooves and a manufacturing and construction method thereof, and belongs to technical field of energy-saving building walls. The aerated concrete block with the grooves comprises a block body (1), wherein the block body (1) is a cuboid. The aerated concrete block with the grooves is characterized in that a tie bar groove (2) or a conduit groove (3) is formed in the surface of the block body (1), the tie bar groove (2) is formed in the top face or the bottom face of the block body (1) in the length direction of the block body (1), the conduit groove (3) is formed in the side face of the block body (1) in the height direction of the block body (1), and a rectangular groove used for enabling a seal cover (4) to be inlaid is formed in an opening side of the conduit groove (3). According to the aerated concrete block with the grooves and the manufacturing and construction method thereof, subsequent cutting processing is not needed, the fact that the construction of walls are developed towards an assembling type technology can be promoted, construction time and construction difficulties can be reduced greatly, and great economic and social benefit can be achieved.
Description
Technical field
Air-entrained concrete building block with groove and making thereof and a construction method, belong to energy-conserving construction wall technology field, is specifically related to a kind of air-entrained concrete building block with tension rib groove or threading tube seat and making thereof, construction technology.
Background technology
In energy saving building technical field, most autoclave aerated concrete building block GB11968-2006, the foam concrete block JG/T266-2011 of adopting of the body of wall of building enclosure.Wherein, autoclave aerated concrete building block, is mostly the cuboid member of long L=600mm, high H=240mm, wide B=200mm.The outer surface of these members is all " plane " being formed by the cutting steel wire on cutting machine (or ruler cutting knife) cutting, these cuttings overwhelming majority be from the 600mm direction of idiosome cut L grow, 1200mm size cuts to obtain high, the 4200mm(of H or 6000mm) cut to such an extent that B is wide.Obviously, cutting machine does not possess the ability of outputing groove at present, and in other words, existing idiosome cutting method can not be manufactured the building block with groove.
In building wall, tension rib need to be set, thereby in building block end face or bottom surface, along on the length direction of building block, must cut and dig out the groove that holds tension rib.Especially, provide fortification against earthquakes 7 grades and above building, specifications of engineering construction requirement must arrange overall tension rib on the high interval of certain wall, and building block need to be cut the ratio of digging tension rib groove in 50% left and right.Current common way is all in building process, by manually carrying out groove excavation.This construction method, efficiency is low, labour intensity is large, the variation of quality of high, the tension rib groove of human cost of construction is large and dirt ash to fly upward environment poor.
In building wall, penetration pipe need to be set, in order to the wiring of electric installation, thereby must cut and dig out the groove that holds penetration pipe in the side of building block, after including penetration pipe in, floating with cement.This slot grooving, difficulty is larger; And, to take a lot of work many, planarization is poor.
Thereby reeded air-entrained concrete building block is with in exploitation, manufacture and use, can not only promote wall construction " assembled " technological development to advanced person, and can greatly reduce engineering time and difficulty of construction to there is great economic and social benefit.
Summary of the invention
The technical problem to be solved in the present invention is: overcome the deficiencies in the prior art, provide a kind of without building block and making and the construction method with tension rib groove or threading tube seat just before follow-up cutting processing, the maintenance of building block idiosome.
The technical solution adopted for the present invention to solve the technical problems is: this air-entrained concrete building block with groove, comprise block body, block body is cuboid, it is characterized in that: described block body surface has tension rib groove or threading tube seat, described tension rib groove is opened in block body end face or bottom surface along block body length direction; Described threading tube seat is opened in the side of block body along block body short transverse, the open side of threading tube seat is provided with the rectangular recess for inlaying capping.Tension rib groove is used for wearing tension rib, strengthens shock strength, and threading tube seat is for penetration pipe is installed, and facilitates electric installation wiring.
Described tension rib groove and the cross section of threading tube seat are circle, semicircle, rectangle or its combination.
Described block body is made by steam-pressing aero-concrete or foam concrete.
A preparation method for air-entrained concrete building block with groove, is characterized in that: comprise the following steps:
1)according to the specific requirement that tension rib or penetration pipe are set on aerated concrete wall, in conjunction with construction technology, determine the position of slotting in block body and the shape and size of slotting cross section;
2)in idiosome position, utilize longitudinal unit according to tension rib groove or threading tube seat, along tension rib groove or the axially-movable of penetration pipe groove, make the cutting problem of block body on idiosome;
Need to open tension rib groove time, in the direction of idiosome 4200mm or 6000mm, cut out block body length L, in the direction of idiosome 600mm, cut out block body height H, in idiosome 1200mm direction, cut out block body width B, tension rib groove is in the both sides of idiosome, and tension rib fluted shaft line is with longitudinally the unit direction of motion is consistent;
Need to open threading tube seat time, in the direction of idiosome 4200mm or 6000mm, cut out block body height H, in the direction of idiosome 600mm, cut out block body width B, in idiosome 1200mm direction, cut out block body length L, threading tube seat is in the both sides of idiosome, and penetration pipe fluted shaft line is with longitudinally the unit direction of motion is consistent;
3)in idiosome position, utilize horizontal unit according to tension rib groove or threading tube seat, along tension rib groove or the axially-movable of penetration pipe groove, make the cutting problem of block body on idiosome;
Need to open threading tube seat time, in the direction of idiosome 4200mm or 6000mm, cut out block body length L, in the direction of idiosome 1200mm, cut out block body height H, in idiosome 600mm direction, cut out block body width B, threading tube seat is in the both sides of idiosome, penetration pipe fluted shaft is to consistent with the horizontal unit direction of motion
Need to open tension rib groove time, in the direction of idiosome 4200mm or 6000mm, cut out block body width B, in the direction of idiosome 600mm, cut out block body height H, in idiosome 1200mm direction, cut out block body length L, tension rib groove is in the both sides of idiosome, and tension rib fluted shaft is to consistent with the horizontal unit direction of motion;
Slurrying before building block idiosome cutting, build, precuring, marshalling, the steam press maintenance etc. after cutting is identical with routine.
In the frame of described longitudinal unit, slotted member is installed, the cutting knife in respective slot cross section is installed on the respective slot position of slotted member.
Grooving parts are installed in the frame of described horizontal unit, the cutting knife in respective slot cross section is installed on the respective slot position of grooving parts.
Cutting knife in described slotted member, when the darker groove of cutting, adopts gang tool, and gang tool is combined by stocking cutter and forming cutter.
Cutting knife on described grooving parts, when the darker groove of cutting, the bi-directional combination cutter that employing can two-wayly be cut.
Described grooving parts advance and retreat are controlled by cam mechanism or electromagnet assembly.
A construction method for autoclave aerated concrete building block with groove, comprises the following steps:
1)according to building wall drawing, in conjunction with and adjust the physical location of tension rib or penetration pipe, local examination row;
2)confirm errorless after, make a line with a carpenter's ink marker, build by laying bricks or stones according to the line of ink marker;
While building by laying bricks or stones, should adjust and vertically build seam by laying bricks or stones, make each threading tube seat alignment of building layer by laying bricks or stones, and intercept capping, capping be pasted in the rectangular recess of open side of threading tube seat.
This construction procedure, with respect to the fluting under prior art and by the floating form of construction work of cement, difficulty reduces greatly; And time saving and energy saving, planarization is better.
Compared with prior art, the beneficial effect that the present invention has is:
1, design one is with reeded air-entrained concrete building block, while building building block by laying bricks or stones, manually slots without scene, is conducive to realize the manufacture of air-entrained concrete building block and the standardization of construction technology and standardization, can promote wall construction to assembled technological development.
2, be of the present inventionly with reeded air-entrained concrete building block, used the working condition of general aerated concrete wall member, drop into low; This building block is produced by batch production, and cost is low, efficiency is high.
3, the construction technology of building block, has simplified work progress significantly, has saved man-hour, greatly improves speed of application, raises the efficiency, and has improved construction environment, considers that building wall face is wide in a large number, and its economic benefit and social benefit are remarkable.
Accompanying drawing explanation
Fig. 1 is the building block schematic diagram with tension rib groove.
Fig. 2 is the building block construction schematic diagram with threading tube seat.
Fig. 3 is the schematic diagram that rip cutting fluting is prepared tension rib groove.
Fig. 4 is the schematic diagram that crosscut grooving is prepared threading tube seat.
Fig. 5 is the schematic diagram that crosscut grooving is prepared tension rib groove.
Fig. 6 is the schematic diagram that rip cutting fluting is prepared threading tube seat.
Fig. 7 is gang tool structural representation.
Fig. 8 is bi-directional combination cutter and grooving parts driving and reversing mechanism top view.
Fig. 9 is that the E-E of Fig. 8 is to cross-sectional schematic.
Wherein: 1, block body 2, tension rib groove 3, threading tube seat 4, capping 5, idiosome support plate 6, penetration pipe 7, longitudinally cut surface 8, transverse cuts face 9, longitudinally vertical cutting face 10, cutting knife 11, slotted member 12, longitudinally unit 13, grooving parts 14, laterally unit 15, gang tool 151, forming cutter 152, stocking cutter 16, bi-directional combination cutter 161, descending just cutting knife 162, backing plate 163, descending cutting knife again 164, Bidirectional molding cutter 165, up cutting knife again 166, up just cutting knife 17, guide shaft limited cover 18, guide shaft 19, guide shaft cylinder 20, cam mechanism base plate 21, spring 22, cam mechanism 23, cam.
The specific embodiment
Fig. 1, the 3rd, most preferred embodiment of the present invention, below in conjunction with accompanying drawing 1 ~ 9, the present invention will be further described.
embodiment 1
With reference to accompanying drawing 1,3: a kind of air-entrained concrete building block with groove, comprise block body 1, block body 1 is cuboid, block body 1 surface has tension rib groove 2, tension rib groove 2 is opened in block body 1 end face along block body 1 length direction, the cross section of tension rib groove 2 is circle, semicircle, rectangle or its combination, and block body 1 is made by steam-pressing aero-concrete or foam concrete.
A preparation method for air-entrained concrete building block with groove, mainly comprises the following steps:
1), according to the specific requirement that tension rib 2 is set on aerated concrete wall, in conjunction with construction technology, determine in block body 1 position of fluting, the shape and size in groove cross section; The present embodiment, building block is of a size of long 600mm, high 240mm, wide 200mm, and tension rib is at the top of building block, the dark 7mm in cross section, wide 15mm, bottom fillet R=2.5mm;
2), according to tension rib groove 2 in idiosome position, utilize longitudinal unit 12, along 2 axially-movables of tension rib groove, make the cutting problem of block body 1 on idiosome;
Particularly, at idiosome 4200mm(or 6000mm) direction on, the L=600mm that is cut out block body 1 by transverse cuts face 8 is long; In the direction of idiosome 600mm, the H=240mm that cuts out block body 1 by longitudinal vertical cutting face 9 is high; In idiosome 1200mm direction, the B=200mm that cuts out block body 1 by longitudinal cut surface 7 is wide, and tension rib groove 2 is in the both side surface of idiosome, and its axis is with longitudinally unit 12 directions of motion are consistent.
Wherein, in the frame of longitudinal unit 12, slotted member 11 is installed, the cutting knife 10 in respective slot cross section is installed on the respective slot position of slotted member 11; Because the sectional dimension of tension rib groove 2 is less, needn't adopt gang tool 15, can complete cutting.
In building block manufacture process, idiosome is placed on idiosome support plate 5 tops, longitudinally vertical cutting face 9, can adopt the application number of this right applicant application is 201310203569.3, name is called the method in the patent of " method that netted layout steel wire cutting idiosome is manufactured steam-pressing aero-concrete member ", and the cutting steel wire that length feed, vertical direction setting are set completes cutting.Slurrying before idiosome cutting, build, precuring, marshalling, the maintenance etc. after cutting is identical with routine.The present embodiment, between two longitudinal vertical cutting faces 9, cutting goes out the nonstandard building block that 600mm is long, 120mm is wide, 240mm is high, for the supplementary collocation of walling unit stock layout.
According to building wall drawing, in conjunction with, and suitably adjust the physical location of tension rib, local examination row, confirm errorless after, make a line with a carpenter's ink marker, build by laying bricks or stones according to the line of ink marker; In the elongated slot that the tension rib groove 2 of required every layer of all building block of tension rib implantation is docked, daub into cement mortar, implement to build by laying bricks or stones.
With reference to accompanying drawing 2,6,7: with the air-entrained concrete building block of groove, comprise block body 1, block body 1 is cuboid, block body 1 material is steam-pressing aero-concrete or foam concrete, block body 1 surface has threading tube seat 3, threading tube seat 3 is opened in the side of block body 1 along block body 1 short transverse, the open side of the threading tube seat of threading tube seat 3 is provided with rectangular recess, in rectangular recess, can inlay capping 4.
A preparation method for air-entrained concrete building block with groove, mainly comprises the following steps:
1), according to the specific requirement that threading tube seat 3 is set on steam-pressing aero-concrete body of wall, in conjunction with construction technology, determine the position of slotting in building block, the shape and size in groove cross section; The present embodiment, block body 1 is of a size of long 600mm, high 240mm, wide 200mm, and threading tube seat 3 is in the side of building block, and cross section is the semi arch with R=30mm, wide 60mm, 70mm, oral area have the step groove that the wide 12mm of 90mm is dark deeply;
2) position, according to threading tube seat 3 at idiosome, utilizes longitudinal unit 12, along 3 axially-movables of threading tube seat, makes the cutting problem of block body 1 on idiosome;
Particularly, at idiosome 4200mm(or 6000mm) direction on, the H=240mm that is cut out block body 1 by transverse cuts face 8 is high; In the direction of idiosome 600mm, the B=200mm that cuts out block body 1 by longitudinal vertical cutting face 9 is wide; In idiosome 1200mm direction, the L=600mm that is cut out block body 1 by longitudinal cut surface 7 is long, and threading tube seat 3 is in the both side surface of idiosome, and its axis is with longitudinally unit 12 directions of motion are consistent.
Wherein, in the frame of longitudinal unit 12, slotted member 11 is installed, the gang tool 15 in respective slot cross section is installed on the respective slot position of slotted member 11;
The present embodiment, the other guide that block body 1 is made is identical with embodiment 1.The present embodiment, between two longitudinal vertical cutting faces 9, cutting goes out the slotless building block that 600mm is long, 200mm is wide, 240mm is high, for generally building by laying bricks or stones of body of wall.
A building construction method for autoclave aerated concrete building block with threading tube seat 3, mainly comprises the following steps:
According to building wall drawing, in conjunction with and adjust the physical location of penetration pipe 6, local examination row, confirm errorless after, make a line with a carpenter's ink marker, build by laying bricks or stones according to the line of ink marker; Adjust and vertically build seam by laying bricks or stones, each threading tube seat 6 of building layer by laying bricks or stones is alignd; Intercept capping 4, capping 4 is pasted in the rectangular recess of oral area of threading tube seat 3.
With reference to accompanying drawing 1,5: block body 1 is of a size of long 600mm, high 300mm, wide 200mm, tension rib groove 2 is at the top of building block, the dark 7mm in cross section, wide 15mm, bottom fillet R=2.5mm.
A kind of preparation method of the air-entrained concrete building block with groove and the difference of above-described embodiment are:
1) according to tension rib groove 2 in idiosome position, utilize horizontal unit 14, along 2 axially-movables of tension rib groove, make the cutting problem of block body 1 on idiosome;
Particularly, at idiosome 4200mm(or 6000mm) direction on, by transverse cuts face 8 cut out the B=200mm of block body 1 wide, in the direction of idiosome 600mm, the H=300m L=600mm high, cut out block body 1 in idiosome 1200mm direction that cuts out block body 1 is long; Tension rib groove 2 is in the both sides of idiosome, and its trend is with laterally unit 14 directions of motion are consistent.
Wherein, laterally in frame 14, grooving parts 13 being installed, the cutting knife 10 in respective slot cross section is installed on the respective slot position of grooving parts 13; In the processing step of laterally unit 14 cutting downwards, complete the cutting of tension rib groove 2.
With reference to accompanying drawing 2,4,8,9: block body 1 is of a size of long 600mm, high 240mm, wide 200mm, threading tube seat 3 is in the side of building block, and cross section is band R=30mm semi arch, wide 60mm, and dark 70mm, oral area have the dark rectangular recess of the wide 12mm of 90mm.
A kind of preparation method of the air-entrained concrete building block with groove and the difference of above-described embodiment are:
1) according to threading tube seat 3 in idiosome position, utilize horizontal unit 14, along 3 axially-movables of threading tube seat, make the cutting problem of block body 1 on idiosome
Particularly, at idiosome 4200mm(or 6000mm) direction on, the L=600mm that is cut out block body 1 by transverse cuts face 8 is long; In the direction of idiosome 600mm, the B=200mm that cuts out block body 1 by longitudinal vertical cutting face 9 is wide; In idiosome 1200mm direction, the H=240mm that cuts out block body 1 by longitudinal cut surface 7 is high, and threading tube seat 3 is in the both side surface of idiosome, and its axis is with laterally unit 14 directions of motion are consistent.
Because threading tube seat 3 cross sections are larger, groove is darker, completes cutting by horizontal unit 14, has adopted bi-directional combination cutter 16, and Bidirectional molding cutter 164 is in centre, and its monosymmetric stacked group multiple cutters; When bi-directional combination cutter 16 moves downward, cut out one section of groove of idiosome upper area; Thereupon, grooving parts 13 retreat to both sides, and bi-directional combination cutter 16 exits grooving state; When grooving parts 13 move to lower low spot, grooving parts 13 to going out before idiosome, 16 feeds of bi-directional combination cutter are to grooving state, in the up process of grooving parts 13, cutting goes out the groove of idiosome lower area.
The present embodiment, bi-directional combination cutter 16 is combined by descending just cutting knife 161, descending cutting knife again 163, Bidirectional molding cutter 164, up cutting knife again 165, up just cutting knife 166, between each cutting knife, is separated by backing plate 162.
The advantage of Double Directional Cutting is, avoids being stacked into cutting waste material on idiosome support plate 5 to the stopping of cutter, when idiosome upper area adopts horizontal unit 14 descending, cutting, can avoid the final stage of up cutting to cause idiosome to collapse limit.
Grooving parts 13 in the present embodiment retreat to both sides and go out before idiosome, realized by cam control gear, as shown in Figure 8: cam control gear is arranged on horizontal unit 14, and cam control gear comprises guide shaft limited cover 17, guide shaft 18, guide shaft cylinder 19, cam mechanism base plate 20, spring 21, cam mechanism 22 and cam 23.Guide shaft 18 is installed on grooving parts 13, and guide shaft 18 can slide left and right (left and right in diagram) in guide shaft cylinder 19; Spring 21 and guide shaft limited cover 17 make grooving parts 13 in cut state; The control that cam 23 is exported according to cam mechanism 22 and rotating, sends and retreats and the instruction front going out " driven member " grooving parts 13.
Realize the cam control gear that grooving parts 13 advance and retreat and also can replace to realize by electromagnet, the mechanism that adopts guide shaft 18 and guide shaft cylinder 19, electromagnet, spring 21 to combine controls.
The above, be only preferred embodiment of the present invention, is not the restriction of the present invention being made to other form, and any those skilled in the art may utilize the technology contents of above-mentioned announcement to be changed or be modified as the equivalent embodiment of equivalent variations.But every technical solution of the present invention content that do not depart from, any simple modification, equivalent variations and the remodeling above embodiment done according to technical spirit of the present invention, still belong to the protection domain of technical solution of the present invention.
Claims (10)
1. the air-entrained concrete building block with groove, comprise block body (1), block body (1) is cuboid, it is characterized in that: described block body (1) surface has tension rib groove (2) or threading tube seat (3), and described tension rib groove (2) is opened in block body (1) end face or bottom surface along block body (1) length direction; Described threading tube seat (3) is opened in the side of block body (1) along block body (1) short transverse, the open side of threading tube seat (3) is provided with the rectangular recess for inlaying capping (4).
2. a kind of air-entrained concrete building block with groove according to claim 1, is characterized in that: described tension rib groove (2) and the cross section of threading tube seat (3) are circular, semicircle, rectangle or its combination.
3. a kind of air-entrained concrete building block with groove according to claim 1, is characterized in that: described block body (1) is made by steam-pressing aero-concrete or foam concrete.
4. the preparation method of a kind of air-entrained concrete building block with groove described in claim 1-3 any one, is characterized in that: comprise the following steps:
1)according to the specific requirement that tension rib or penetration pipe are set on aerated concrete wall, in conjunction with construction technology, determine the shape and size in position and the fluting cross section of the upper fluting of block body (1);
2)in idiosome position, utilize longitudinal unit (12) according to tension rib groove (2) or threading tube seat (3), along tension rib groove (2) or threading tube seat (3) axially-movable, make the cutting problem of block body (1) on idiosome;
Need to open tension rib groove (2) time, in the direction of idiosome 4200mm or 6000mm, cut out block body (1) length L, in the direction of idiosome 600mm, cut out block body (1) height H, in idiosome 1200mm direction, cut out block body (1) width B, tension rib groove (2) is in the both sides of idiosome, and tension rib groove (2) axis is with longitudinally unit (12) direction of motion is consistent;
Need to open threading tube seat (3) time, in the direction of idiosome 4200mm or 6000mm, cut out block body (1) height H, in the direction of idiosome 600mm, cut out block body (1) width B, in idiosome 1200mm direction, cut out block body (1) length L, threading tube seat (3) is in the both sides of idiosome, and threading tube seat (3) axis is with longitudinally unit (12) direction of motion is consistent;
3)in idiosome position, utilize horizontal unit (14) according to tension rib groove (2) or threading tube seat (3), along tension rib groove (2) or threading tube seat (3) axially-movable, make the cutting problem of block body (1) on idiosome;
Need to open threading tube seat (3) time, in the direction of idiosome 4200mm or 6000mm, cut out block body (1) length L, in the direction of idiosome 1200mm, cut out block body (1) height H, in idiosome 600mm direction, cut out block body (1) width B, threading tube seat (3) is in the both sides of idiosome, axially with laterally unit (14) direction of motion is consistent for threading tube seat (3)
Need to open tension rib groove (2) time, in the direction of idiosome 4200mm or 6000mm, cut out block body (1) width B, in the direction of idiosome 600mm, cut out block body (1) height H, in idiosome 1200mm direction, cut out block body (1) length L, tension rib groove (2) is in the both sides of idiosome, and axially with laterally unit (14) direction of motion is consistent for tension rib groove (2).
5. the preparation method of a kind of air-entrained concrete building block with groove according to claim 4, it is characterized in that: in the frame of described longitudinal unit (12), slotted member (11) is installed, the cutting knife (10) in respective slot cross section is installed on the respective slot position of slotted member (11).
6. the preparation method of a kind of air-entrained concrete building block with groove according to claim 4, it is characterized in that: in the frame of described horizontal unit (14), grooving parts (13) are installed, the cutting knife (10) in respective slot cross section is installed on the respective slot position of grooving parts (13).
7. the preparation method of a kind of air-entrained concrete building block with groove according to claim 5, it is characterized in that: the cutting knife (10) in described slotted member (11), when the darker groove of cutting, adopt gang tool (15), gang tool (15) is combined by stocking cutter (152) and forming cutter (151).
8. the preparation method of a kind of air-entrained concrete building block with groove according to claim 6, it is characterized in that: the cutting knife (10) on described grooving parts (13), when the darker groove of cutting, the bi-directional combination cutter (16) that employing can two-wayly be cut.
9. according to the preparation method of a kind of autoclave aerated concrete building block with groove described in claim 6 or 8, it is characterized in that: described grooving parts (13) advance and retreat are controlled by cam mechanism or electromagnet assembly.
10. the construction method of a kind of air-entrained concrete building block with groove described in claim 1-3 any one, it is characterized in that: while building by laying bricks or stones, should adjust and vertically build seam by laying bricks or stones, threading tube seat (3) alignment that makes each build layer by laying bricks or stones, and intercept capping (4), capping (4) is pasted in the rectangular recess of open side of threading tube seat (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
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| CN201410068537.1A CN103817782B (en) | 2014-02-27 | 2014-02-27 | A kind of air-entrained concrete building block and construction method thereof with groove |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108892529A (en) * | 2018-07-17 | 2018-11-27 | 中国建筑第四工程局有限公司 | A kind of slotting formula is without being sewed with bonding aerated concrete building block |
| CN109208821A (en) * | 2018-10-31 | 2019-01-15 | 青岛建集团有限公司 | A kind of built-in steel pipe Constructional Col-umn Construction method of ALC building block |
| CN111660417A (en) * | 2019-03-06 | 2020-09-15 | 重庆大学 | Assembled wave edge type aerated concrete wallboard and manufacturing process |
| CN111980288A (en) * | 2020-09-11 | 2020-11-24 | 河南兴安新型建筑材料有限公司 | Autoclaved aerated block with lacing bar groove and preparation method thereof |
| US11348496B2 (en) | 2019-10-12 | 2022-05-31 | Shenzhen China Star Optoelectronics Semiconductor Display Technology Co., Ltd. | Detecting method and detecting circuit of LCD panel |
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| CN202280193U (en) * | 2011-07-08 | 2012-06-20 | 北京交通大学 | Aerated concrete building block suitable for building construction technology |
| CN203080732U (en) * | 2013-03-13 | 2013-07-24 | 中天建设集团有限公司 | Insulation wall body |
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| JP3060292B2 (en) * | 1996-09-25 | 2000-07-10 | 株式会社よねざわ工業 | Cross-beam block and construction method of block building using this cross-beam block |
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| CN202280193U (en) * | 2011-07-08 | 2012-06-20 | 北京交通大学 | Aerated concrete building block suitable for building construction technology |
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| CN108892529A (en) * | 2018-07-17 | 2018-11-27 | 中国建筑第四工程局有限公司 | A kind of slotting formula is without being sewed with bonding aerated concrete building block |
| CN109208821A (en) * | 2018-10-31 | 2019-01-15 | 青岛建集团有限公司 | A kind of built-in steel pipe Constructional Col-umn Construction method of ALC building block |
| CN111660417A (en) * | 2019-03-06 | 2020-09-15 | 重庆大学 | Assembled wave edge type aerated concrete wallboard and manufacturing process |
| US11348496B2 (en) | 2019-10-12 | 2022-05-31 | Shenzhen China Star Optoelectronics Semiconductor Display Technology Co., Ltd. | Detecting method and detecting circuit of LCD panel |
| CN111980288A (en) * | 2020-09-11 | 2020-11-24 | 河南兴安新型建筑材料有限公司 | Autoclaved aerated block with lacing bar groove and preparation method thereof |
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| Publication number | Publication date |
|---|---|
| CN103817782B (en) | 2016-05-18 |
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