CN103817782B - A kind of air-entrained concrete building block and construction method thereof with groove - Google Patents
A kind of air-entrained concrete building block and construction method thereof with groove Download PDFInfo
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- CN103817782B CN103817782B CN201410068537.1A CN201410068537A CN103817782B CN 103817782 B CN103817782 B CN 103817782B CN 201410068537 A CN201410068537 A CN 201410068537A CN 103817782 B CN103817782 B CN 103817782B
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- Prior art keywords
- groove
- block body
- idiosome
- tube seat
- tension rib
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- 239000004567 concrete Substances 0.000 title claims abstract description 41
- 238000010276 construction Methods 0.000 title claims abstract description 28
- 238000005520 cutting process Methods 0.000 claims abstract description 77
- 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 12
- 238000003825 pressing Methods 0.000 claims description 5
- 239000011381 foam concrete Substances 0.000 claims description 4
- 210000003205 muscle Anatomy 0.000 claims 2
- 230000008901 benefit Effects 0.000 abstract description 5
- 238000012545 processing Methods 0.000 abstract description 3
- 238000011161 development Methods 0.000 abstract description 2
- 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
- 238000002360 preparation method Methods 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 4
- 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
- 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
- 230000000694 effects Effects 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
Classifications
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- 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
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- 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
-
- 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
Abstract
Air-entrained concrete building block with groove and a construction method thereof, belong to energy-conserving construction wall technology field. 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). This air-entrained concrete building block and making and construction method with groove, without follow-up cutting processing, not only can promote wall construction to " assembled " technological development, and can greatly reduce engineering time and difficulty of construction, has very big economic and social benefit.
Description
Technical field
Air-entrained concrete building block with groove and a construction method thereof, belong to energy-conserving construction wall technology field, concreteRelate 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, the most autoclave aerated concrete building blocks that adopt of the body of wall of building enclosureGB11968-2006, foam concrete block JG/T266-2011. Wherein, autoclave aerated concrete building block, is mostly long L=The cuboid member of 600mm, high H=240mm, wide B=200mm. The outer surface of these members is all by the cutting of steel on cutting machineSilk (or ruler cutting knife) cut " plane " that form, these cutting the overwhelming majority be from the 600mm direction of idiosome cut L grow,In 1200mm size, cut to obtain high, the 4200mm(of H or 6000mm) on cut to such an extent that B is wide. Obviously, at present cutting machine does not possess and outputs grooveAbility, 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,Certain wall must arrange overall tension rib on high interval, and building block need to be cut the ratio of digging tension rib groove in 50% left and right. Current is logicalNormal way is all in building process, by manually carrying out groove excavation. This construction method, efficiency is low, labour intensity is large, executeThe human cost of work is high, the variation of quality of tension rib groove 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 in the side of building blockDig out the groove that holds penetration pipe, after including penetration pipe in, floating with cement. This slot grooving, difficulty is larger; And, takeWork is many, and planarization is poor.
Thereby reeded air-entrained concrete building block is with in exploitation, manufacture and use, can not only promote wall construction to advanced person" assembled " technological development, and can greatly reduce engineering time and difficulty of construction, there is great economy and society's effectBenefit.
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 follow-up cutting processing,Building block and making and the construction method with tension rib groove or threading tube seat just before 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, comprisesBlock body, block body is cuboid, it is characterized in that: described block body surface has tension rib groove or penetration pipeGroove, described tension rib groove is opened in block body end face or bottom surface along block body length direction; Described threading tube seat edgeBlock body short transverse is opened in the side of block body, and it is recessed that the open side of threading tube seat is provided with rectangle for inlaying cappingGroove. 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 clothLine.
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, determineThe shape and size in the position of slotting in block body and fluting cross section;
2) according to tension rib groove or threading tube seat in idiosome position, utilize longitudinal unit, along tension rib groove or threading tube seatAxially-movable, makes 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, at idiosomeIn the direction of 600mm, cut out block body height H, in idiosome 1200mm direction, cut out block body width B, tension rib groove existsThe both sides of idiosome, 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, at idiosomeIn the direction of 600mm, cut out block body width B, in idiosome 1200mm direction, cut out block body length L, threading tube seat existsThe both sides of idiosome, penetration pipe fluted shaft line is with longitudinally the unit direction of motion is consistent;
3) according to tension rib groove or threading tube seat in idiosome position, utilize horizontal unit, along tension rib groove or threading tube seatAxially-movable, makes 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, at idiosomeIn the direction of 1200mm, cut out block body height H, in idiosome 600mm direction, cut out block body width B, threading tube seat existsThe 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, at idiosomeIn the direction of 600mm, cut out block body height H, in idiosome 1200mm direction, cut out block body length L, tension rib groove existsThe both sides of idiosome, 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, on the respective slot position of slotted member, correspondence is installedThe cutting knife in groove cross section.
Grooving parts are installed in the frame of described horizontal unit, on the respective slot position of grooving parts, correspondence are installedThe cutting knife in groove cross section.
Cutting knife in described slotted member, when the darker groove of cutting, adopts gang tool, gang tool by stocking cutter andForming cutter combines.
Cutting knife on described grooving parts, when the darker groove of cutting, the bi-directional combination that employing can two-wayly be cutCutter.
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, will sealLid pastes 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 is fallen greatlyLow; 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 toRealize the manufacture of air-entrained concrete building block and the standardization of construction technology and standardization, can promote wall construction to assembled techniqueDevelopment.
2, be of the present inventionly with reeded air-entrained concrete building block, the production of having used general aerated concrete wall memberCondition, drops 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, carriesHigh efficiency, has improved construction environment, considers that building wall face is wide in a large number, and its economic benefit and social benefit are remarkable.
Brief description of the drawings
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 pipe7, longitudinal cut surface 8, transverse cuts face 9, longitudinal vertical cutting face 10, cutting knife 11, slotted member 12, longitudinal machineGroup 13, grooving parts 14, laterally unit 15, gang tool 151, forming cutter 152, stocking cutter 16, two-way groupClose cutter 161, descending just cutting knife 162, backing plate 163, descending cutting knife again 164, Bidirectional molding cutter 165, more upCutting knife 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.
Detailed description of the invention
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 rectangularBody, block body 1 surface has tension rib groove 2, and tension rib groove 2 is opened in block body 1 along block body 1 length direction and pushes upFace, the cross section of tension rib groove 2 is circle, semicircle, rectangle or its combination, block body 1 is by steam-pressing aero-concrete or bubbleFoam concrete is made.
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 building block thisThe position of fluting, the shape and size in groove cross section on body 1; The present embodiment, building block is of a size of long 600mm, high 240mm, wide200mm, 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 blockThe cutting problem of block body 1 on idiosome;
Particularly, at idiosome 4200mm(or 6000mm) direction on, cut out the L=of block body 1 by transverse cuts face 8600mm 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; At idiosomeIn 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 idiosomeUpper, 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, on the respective slot position of slotted member 11, pacifiesThe cutting knife 10 in respective slot cross section is housed; Because the sectional dimension of tension rib groove 2 is less, needn't adopt gang tool 15,Complete cutting.
In building block manufacture process, idiosome is placed on idiosome support plate 5 tops, and longitudinally vertical cutting face 9, can adopt this rightThe application number of applicant's application is 201310203569.3, and name is called " steam pressurized the mixing of netted layout steel wire cutting idiosome manufactureThe method of solidifying native member " patent in method, 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, two longitudinallyBetween vertical cutting face 9, cutting goes out the nonstandard building block that 600mm is long, 120mm is wide, 240mm is high, for the benefit of walling unit stock layoutFill collocation.
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.
Embodiment 2
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, and block body 1 surface has threading tube seat 3, threading tube seat3 are opened in the side of block body 1 along block body 1 short transverse, and the open side of the threading tube seat of threading tube seat 3 is provided with rectangleGroove, can inlay capping 4 in rectangular recess.
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, determineThe 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, height240mm, wide 200mm, threading tube seat 3 is in the side of building block, and cross section is the semi arch with R=30mm, wide 60mm, dark 70mm, oral areaThere is the step groove that the wide 12mm of 90mm is dark;
2) position, according to threading tube seat 3 at idiosome, utilizes longitudinal unit 12, along 3 axially-movables of threading tube seat, makesThe cutting problem of block body 1 on idiosome;
Particularly, at idiosome 4200mm(or 6000mm) direction on, cut out the H=of block body 1 by transverse cuts face 8240mm 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; At idiosomeIn 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 idiosomeUpper, 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, on the respective slot position of slotted member 11, pacifiesThe gang tool 15 in respective slot cross section is housed;
Gang tool 15 is formed by two stocking cutters 152 and forming cutter 151 stack combinations, can Slice by slice cutting, be easy toBecome sectional dimension compared with the cutting of big groove.
The present embodiment, the other guide that block body 1 is made is identical with embodiment 1. The present embodiment, two longitudinal vertical cuttingsBetween face 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, beatThe line of ink marker, builds 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, will sealLid 4 pastes in the rectangular recess of oral area of threading tube seat 3.
Embodiment 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 in building blockTop, 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 building blockThe cutting problem of body 1 on idiosome;
Particularly, at idiosome 4200mm(or 6000mm) direction on, cut out the B=of block body 1 by transverse cuts face 8200mm is wide, in the direction of idiosome 600mm, the H=300m that cuts out block body 1 is high, in idiosome 1200mm direction, cut out blockThe L=600mm of 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 are being installed, it is right on the respective slot position of grooving parts 13, to be provided withAnswer the cutting knife 10 in groove cross section; In the processing step of laterally unit 14 cutting downwards, complete the cutting of tension rib groove 2.
Embodiment 4
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 being builtThe side of piece, cross section is band R=30mm semi arch, wide 60mm, 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 building blockThe cutting problem of body 1 on idiosome
Particularly, at idiosome 4200mm(or 6000mm) direction on, cut out the L=of block body 1 by transverse cuts face 8600mm 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; At idiosomeIn 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 idiosomeUpper, 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 cutterTool 16, 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 shapeState; 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 shapeState, 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 by descending just cutting knife 161, descending cutting knife again 163, Bidirectional molding cutter 164, onRow again cutting knife 165, up just cutting knife 166 combines, and between each cutting knife, is separated by backing plate 162.
Bi-directional combination cutter 16, in the time of cutting, is divided into two cutting steps of uplink and downlink. First, laterally unit 14 is descendingCutting, drives 13 downward movements of grooving parts, and descending just cutting knife 161, descending cutting knife again 163, Bidirectional molding cutter 164 carry out successivelyCutting, laterally the first half term of unit 14 descending cuttings, completes the cutting of idiosome upper area groove. Transverse cuts is during to half way,Grooving parts 13 retreat, and exit cut state, when bi-directional combination cutter 16 runs to the minimum point of cutting, before grooving parts 13Go out, bi-directional combination cutter 16 enters up cut state, because the remainder layer of 2cm, bi-directional combination cutter 16 are arranged at the bottom of idiosomeWhen going out before grooving parts 13, can cut out complete groove. Laterally in the up process of unit, bi-directional combination cutter 16 upJust cutting knife 166, up cutting knife again 165, Bidirectional molding cutter 164 cut successively, complete the cutting of idiosome lower area groove.
The advantage of Double Directional Cutting is, avoids being stacked into cutting waste material on idiosome support plate 5 to the stopping of cutter, idiosome topWhen region 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 shaft18, guide shaft cylinder 19, cam mechanism base plate 20, spring 21, cam mechanism 22 and cam 23. On grooving parts 13, guide shaft is installed18, 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 portionPart 13 is in cut state; The control that cam 23 is exported according to cam mechanism 22 and rotating, to 13 of " driven member " grooving partsGo out to retreat and the instruction front going out.
Realize the cam control gear that grooving parts 13 advance and retreat and also can replace to realize by electromagnet, adopt guide shaft 18The mechanism combining with guide shaft cylinder 19, electromagnet, spring 21 controls.
The above, be only preferred embodiment of the present invention, is not the restriction of the present invention being made to other form, appointsWhat those skilled in the art may utilize the technology contents of above-mentioned announcement changed or be modified as equivalent variations etc.Effect embodiment. But every technical solution of the present invention content that do not depart from, according to technical spirit of the present invention to above embodiment instituteAny simple modification, equivalent variations and the remodeling done, still belong to the protection domain of technical solution of the present invention.
Claims (9)
1. the air-entrained concrete building block with groove, comprises block body (1), and block body (1) is cuboid, and its feature existsIn: described block body (1) surface has tension rib groove (2) or threading tube seat (3), and described tension rib groove (2) is along building blockBody (1) length direction is opened in block body (1) end face or bottom surface; Described threading tube seat (3) along block body (1) highlyDirection is opened in the side of block body (1), and threading tube seat (3) cross section is the semi arch with R=30mm, wide 60mm, dark 70mm,The open side of threading tube seat (3) is provided with the rectangular recess for inlaying capping (4), and rectangular recess is the dark step of the wide 12mm of 90mmConnected in star;
Employing following steps are made:
1), according to the specific requirement that tension rib or penetration pipe are set on aerated concrete wall, in conjunction with construction technology, determine building blockThe shape and size in the position of the upper fluting of body (1) and fluting cross section;
2) according to tension rib groove (2) or threading tube seat (3) in idiosome position, utilize longitudinal unit (12), along tension rib groove (2) orThreading tube seat (3) axially-movable, makes 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, at embryoIn the direction of body 600mm, cut out block body (1) height H, in idiosome 1200mm direction, cut out block body (1) width B, drawKnot muscle 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, at embryoIn the direction of body 600mm, cut out block body (1) width B, in idiosome 1200mm direction, cut out block body (1) length L, wearSpool groove (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) according to tension rib groove (2) or threading tube seat (3) in idiosome position, utilize horizontal unit (14), along tension rib groove (2) orThreading tube seat (3) axially-movable, makes 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, at embryoIn the direction of body 1200mm, cut out block body (1) height H, in idiosome 600mm direction, cut out block body (1) width B, wearSpool groove (3) is in the both sides of idiosome, and 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, at embryoIn the direction of body 600mm, cut out block body (1) height H, in idiosome 1200mm direction, cut out block body (1) length L, drawKnot muscle 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).
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) be 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) be made by steam-pressing aero-concrete or foam concrete.
4. a kind of air-entrained concrete building block with groove according to claim 1, is characterized in that: described longitudinal unit(12) slotted member (11) is installed in frame, respective slot cross section is installed on the respective slot position of slotted member (11)Cutting knife (10).
5. a kind of air-entrained concrete building block with groove according to claim 1, is characterized in that: described horizontal unit(14) grooving parts (13) are installed in frame, respective slot cross section is installed on the respective slot position of grooving parts (13)Cutting knife (10).
6. a kind of air-entrained concrete building block with groove according to claim 4, is characterized in that: described slotted member(11) cutting knife (10) on, when the darker groove of cutting, adopts gang tool (15), gang tool (15) by stocking cutter (152) andForming cutter (151) combines.
7. a kind of air-entrained concrete building block with groove according to claim 5, is characterized in that: described grooving parts(13) cutting knife (10) on, when the darker groove of cutting, the bi-directional combination cutter (16) that employing can two-wayly be cut.
8. according to a kind of air-entrained concrete building block with groove described in claim 5 or 7, it is characterized in that: described groovingParts (13) advance and retreat are controlled by cam mechanism or electromagnet assembly.
9. the construction method of a kind of air-entrained concrete building block with groove described in claim 1-8 any one, is characterized in that:While building by laying bricks or stones, should adjust and vertically build seam by laying bricks or stones, make each threading tube seat (3) alignment of building layer by laying bricks or stones, and intercept capping (4), by capping(4) paste in the rectangular recess of open side of threading tube seat (3).
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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 |
| CN110930912A (en) | 2019-12-10 | 2020-03-27 | 深圳市华星光电半导体显示技术有限公司 | Detection method and detection circuit of liquid crystal display panel |
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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 |
| 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 |
| CN203334510U (en) * | 2013-06-24 | 2013-12-11 | 长沙图龙设计有限公司 | Aerated concrete building block |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| DE102008003580B4 (en) * | 2008-01-09 | 2011-11-17 | Continental Automotive Gmbh | Method and device for determining a reference position of a closing part moved by an electric motor |
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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 |
| 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 |
| CN203334510U (en) * | 2013-06-24 | 2013-12-11 | 长沙图龙设计有限公司 | Aerated concrete building block |
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