CN107401285A - Semi-automatic stand paddle wall-building machine and construction method - Google Patents
Semi-automatic stand paddle wall-building machine and construction method Download PDFInfo
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- CN107401285A CN107401285A CN201710888462.5A CN201710888462A CN107401285A CN 107401285 A CN107401285 A CN 107401285A CN 201710888462 A CN201710888462 A CN 201710888462A CN 107401285 A CN107401285 A CN 107401285A
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- wall
- brick
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- stones
- laying bricks
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Classifications
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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
- E04G21/16—Tools or apparatus
- E04G21/22—Tools or apparatus for setting building elements with mortar, e.g. bricklaying machines
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention discloses a kind of building construction technology field machinery, relates in particular to a kind of new stand and grouts wall telephone and construction method, this kind of wall-building machine, be made up of three parts, respectively spreads out sizing device, mobile device, lowering or hoisting gear；The adjustable height of lowering or hoisting gear is set according to the mode of wanted masonry panel and wall brick specification, building wall position is determined by artificial unwrapping wire, it is artificial to build the lowering or hoisting gear that stand sizing device is connected to after one layer and is provided with PLC by laying bricks or stones, it is placed in one end of one layer of brick wall, the adjuster in movable support is adjusted according to wanted masonry panel thickness in the other end and fixes movable support on brick wall, steel strand wires one end is connected on draw ring, the other end passes through movable support, the installation of whole device is completed in steel strand wires fixator access power shaft box, two layers of brick wall are proceeded by build by laying bricks or stones.The structure is both simple in construction, easy to use, and building wall is carried out by the way of man-computer cooperation, not only improves operating efficiency, reduces artificial use, and ensures construction quality.
Description
Technical field
The invention belongs to building construction technology field, relates in particular to a kind of new stand and grouts wall telephone and construction method.
Background technology
With the continuous development of society, Urbanization Construction paces are accelerated, and people are growing to the demand in house.Built in room
During, the wall in house is mostly formed using common brick or cement brick by that must put in order to pile up, conventional masonry way
There are full broken joint, full header method, fourth along folder block, one along fourth etc., and piling up for house wall is mostly manually built by multiple workers
Build；For normal, a consummate tiler needs that the brick wall of a building new house, most bricklaying could be built 4 to 6 weeks
Environment is poor, and worker is mostly the elderly, and muscle power is very limited, and not only labor intensity is big by pure manual work, efficiency is low, Er Qierong
Easily because longevity of service, produce fatigue and cause miswork.In architectural environment, worker's personal safety hidden danger also be present.Pin
To this situation existing a variety of machineries of building a wall, but existing automatic wall building machine function is limited to now, it is impossible to a variety of masonry way are catered to,
Complicated to cause operation to have certain inconvenience, maintenance cost costliness and inconvenient maintenance when breaking down, result in can not be big
Operating efficiency is improved in degree, conscientiously useful help is not provided to worker.
The content of the invention
In view of the shortcomings of the prior art, the present invention provides a kind of new stand and grouts wall telephone and construction method, this kind of machinery, both
It is simple in construction, easy to use, building wall is carried out by the way of man-computer cooperation, not only improves operating efficiency, reduction manually makes
With, and ensure construction quality.
To realize object above, the present invention is achieved by the following technical programs：
Semi-automatic stand paddle wall-building machine, it is made up of three parts, respectively spreads out sizing device, mobile device, lowering or hoisting gear.
Wherein described stand sizing device includes mortar funnel, stand slurry roller bearing, fixed glides, mortar control panel, draw ring.Mortar leaks
Struggle against for holding mortar of laying bricks, the stand slurry amount of mortar is controlled by the openings of sizes of mortar control panel, stand slurry roller bearing is used when stand is starched
In compacting mortar and control stand slurry thickness, on the one hand fixed glides can provide the sliding rail of the device, on the other hand limit
Stand slurry position, reduces the work of vertical marked rod when building a wall.
Further, the mobile device, it is connected to by a steel strand wires one end on the draw ring of stand sizing device, the other end leads to
Cross movable support and be involved in power shaft and pull the process of stand sizing device to carry out stand slurry, the rotation speed of power shaft so as to reach
Degree can be adjusted according to Practical Project situation.
Further, the lowering or hoisting gear is the lifting of control stand sizing device, and stand sizing device is connected on lowering or hoisting gear,
Lowering or hoisting gear controls the lifting of stand sizing device by PLC, and adjustable height is the thickness of one block of common brick or cement brick
Degree, the specification of general cement brick is 190mm × 190mm × 390mm, and common brick regular size is 240mm × 115mm × 53mm, is risen
Falling unit sets multiple adjustable heights, respectively 53mm, 115mm, 90mm, 190mm etc..
Semi-automatic stand paddle wall-building machine, including following construction procedure：
A the adjustable height of lowering or hoisting gear) is set according to the mode of wanted masonry panel and wall brick specification, by artificial
Unwrapping wire determines building wall position, proceeds by one layer of brick wall and builds by laying bricks or stones.Building by laying bricks or stones for one layer of brick wall is true by the way of manually building by laying bricks or stones
Surely build line by laying bricks or stones, build the lowering or hoisting gear that stand sizing device is connected to after one layer and is provided with PLC by laying bricks or stones；
B the stand sizing device and lowering or hoisting gear that connect) are placed in brick wall one end；
C the distance of two fixed glides, as brick wall thickness) are adjusted by bolt thereon, is fixed on one layer of brick wall,
Movable support is fixed on the brick wall other end, power shaft is nearby installed on ground, the power shaft is made with low-power motor
For power, it is transferred to steel strand wires and can be manually pulled out；
D) after said apparatus installation, steel strand wires one end is connected on the draw ring of stand sizing device, the other end is by can
Mobile support saddle is connected in power shaft box, and starting motor can be involved in steel strand wires in it；
E) after device installation, the mortar (cement that will mix：Lime：Yellow sand=1：1：6) mortar funnel is poured into
It is interior, start power shaft and proceed by stand slurry, brick is manually started during being starched at stand, use is scraped at vertical abutment joint between brick and brick
Device is starched by the vertically artificial starching of upper pulpboard, can be discovered in time in engineering process by the way of artificial mechanism is used cooperatively
Deviation is corrected in time；
F) when the sensing chip in the fixed glides for spreading out sizing device touches the induction installation of movable support, lowering or hoisting gear
Lifting is carried out according to original setting adjustable height, proceeds by three layers of brick starching；
G) promote lowering or hoisting gear to put brick wall and start three layers of brick masonry of starching side progress, carry out the block of brick wall by that analogy
Build.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
There is the required accompanying drawing used in technology description to be briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, can be with
Other accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is the semi-automatic stand paddle wall-building machine structural representation of the present invention；
Fig. 2 is present invention stand sizing device structural representation；
Fig. 3 is present invention stand sizing device front view；
Fig. 4 is present invention stand sizing device fixed glides schematic diagram；
Fig. 5 is movable support structural representation of the present invention；
Fig. 6 is power shaft structural representation of the present invention；
The vertical starching plate structure schematic diagram of Fig. 7 present invention；
Fig. 8 is lowering or hoisting gear schematic diagram of the present invention：
In figure：1. sizing device is spread out, 11. mortar funnels, 12. stand slurry roller bearings, 13. fixed glides, 15. regulating bolts, 16. sand
Slurry control panel, 17. draw rings, 2. steel strand wires, 3. movable supports, 31. axle wheels, 32. support frames, 33. fixed plates, 34. adjusters,
4. power shaft, 41. steel strand wires fixators, 42. axle wheels, 43. support frames, 44. power shaft boxes, 5. walls, 6. vertical starchings
Plate, 7. lowering or hoisting gears, 71. cranes, 72. links, 73. movable pulleys
Embodiment
To make the purpose, technical scheme and advantage of the embodiment of the present invention clearer, below in conjunction with the embodiment of the present invention
In accompanying drawing, clear, complete description is carried out to the technical scheme in invention, it is clear that described embodiment is of the invention
Part of the embodiment, rather than whole embodiments.Based on the embodiment in the present invention, those of ordinary skill in the art are not having
The other embodiments obtained under the premise of creative work are made, belong to protection scope of the present invention.
With reference to accompanying drawing 1 to Fig. 8, the invention will be further described：
Semi-automatic stand paddle wall-building machine of the present invention, as illustrated, including stand sizing device 1, steel strand wires 2, removable branch
Seat 3, vertically power shaft 4, upper pulpboard 6, lowering or hoisting gear 7, set according to the mode of wanted masonry panel and wall brick specification
The adjustable height of lowering or hoisting gear, building wall position is determined by artificial unwrapping wire, proceed by one layer of brick wall and build by laying bricks or stones.One layer of brick wall
Build by laying bricks or stones and determine to build line by laying bricks or stones by the way of manually building by laying bricks or stones, stand sizing device is connected to after building one layer by laying bricks or stones PLC programming controls is installed
The lowering or hoisting gear 7 of device processed, one end of one layer of brick wall is placed in, movable support is adjusted according to wanted masonry panel thickness in the other end
Adjuster 34 on 3 fixes movable support 3 on brick wall, and the one end of steel strand wires 2 is connected on draw ring 17, and the other end is by can
Mobile support saddle 3, steel strand wires fixator 41 access in power shaft box 44 installation for completing whole device, proceed by two layers of brick wall
Build by laying bricks or stones.
With reference to Fig. 2 and Fig. 3, the stand sizing device includes mortar funnel 11, stand slurry roller bearing 12, fixed glides 13, regulation
Bolt 15, mortar control panel 16, draw ring 17, wherein the mortar funnel is made of stainless steel, and funnel wall thickness 10mm -20mm, chi
(a length and width wherein direction size is consistent with wall thickness, typically by very little 100mm × 180mm × 500mm -200mm × 400mm × 700mm
Brick wall thickness is 240mm, and load-bearing wall thickness is up to 380mm), the stand slurry roller bearing material is the material poor with cement mortar phasic property
Matter (such as stainless steel), a diameter of 100mm -150mm, length are brick wall thickness, and regulating bolt is used to spread out sizing device and brick wall
Connection.More preferable to play fixed glides effect, the mortar control panel controls slurry amount under the mortar funnel unit interval by push-and-pull.
With reference to Fig. 4, the fixed glides use starches roller bearing identical material with stand, and size is not limited, its inner side by
Guide rail, stand sizing device movement is limited and to mortar position limitation.
With reference to Fig. 5, the movable support axle wheel is by 31, and support frame 32, fixed plate 33, adjuster 34 forms, wherein adjusting
Section device is fixed on brick wall by twisting bolt come the width of adjustment fixing plate, and fixed plate width is slightly larger than brick wall thickness, support frame
On the one hand whole support body is can support, another aspect support frame can be rotated, and change the position of bearing axle wheel.
With reference to Fig. 6, the power shaft is by steel strand wires fixator 41, axle wheel 42, support frame 43,44 groups of power shaft box
Into steel strand wires one end is tied up on the sizing device of stand, and the other end is tied up in power shaft by movable support through steel strand wires fixator
In box, steel strand wires can be involved in power shaft box by starting motor, and support frame here is identical with movable support.
With reference to Fig. 7, the vertical starching sheet material matter is steel, and size is brick wall thickness × mono- brick height, and lower end has one to lack
Mouthful, the breach is that cement mortar is spread out at slurry.
With reference to Fig. 8, the lowering or hoisting gear includes crane 71, and link 72, movable pulley 73, crane is by PLC programming controls
Device control processed, link connection crane and stand sizing device, movable pulley are used to move whole device.
Reference picture 1~8, its construction procedure, method and relevant parameter are as follows：
A the proportioning of binding material) is carried out before masonry panel, the main component of conventional binding material is cement, yellow sand
And lime paste.Different material fits and material grading (i.e. weight ratio) can be selected as required.Here using mixing
Illustrated exemplified by mortar, it is cement that optional stage, which is matched somebody with somebody,：Lime：Yellow sand=1:1:6.
B) lay bricks before wall, first base surface or or flooring on make each layer absolute altitude on schedule by standard water, and use cement mortar
Or C10 pea gravel concretens are levelling.Architecture bottom layer wall body can be defined by axis location nail on sight rail and draw linen thread, along linen thread linen thread
Lower plumb bob is hung, wall body center line axis is put on base surface, and wall body central axis is defined ejection longitudinal cross wall line at one's side accordingly, and
Make door-window opening position.To ensure the coincidence of each floor layer wall body axis, and it is consistent with foundation location axis, using advance
Wall body central axis of the pilot measurement on wall face, so as to upward pilot measurement.The pilot measurement of axis is the key of unwrapping wire, it is necessary to will by drawing
Size is asked to be checked with metallic tape.Then, by floor wall body center line, each wall sideline is ejected, marks door-window opening position.
C) further, by selected masoning method, pendulum brick sample is tried in wall base top surface unwrapping wire position, and (raw pendulum, i.e., do not spread
Ash), door and window pile is met the modulus of brick as far as possible, deviation hour can be adjusted by perps, with reduce cut brick quantity, and ensure brick and
Brickwork joint marshalling, uniformly, is laid bricks efficiency with improving.It is particularly important in dry wall is built by laying bricks or stones to put brick sample.
D) further, vertical marked rod can not had to again using semi-automatic stand paddle wall-building machine at this, manually building one by laying bricks or stones
Building by laying bricks or stones for two layers of wall brick is proceeded by after layer brick, sizing device 1 will be spread out is connected to the lowering or hoisting gear 7 of PLC is installed
And it is placed on brick wall one end.
E) further, fixed glides 13 are stuck on one layer of brick, regulation regulating bolt makes it firmly be stuck on brick wall.
F) further, steel strand wires one end is connected on the draw ring of stand sizing device using steel strand wires 2, steel strand wires 2 pass through
Movable support 3, it is another to be fixed on brick wall by twisting bolt come the width of adjustment fixing plate 33 for adjuster 34 in movable support
On end, fixed plate width is slightly larger than brick wall thickness, on the one hand support frame 32 can support whole support body, and another aspect support frame can be with
Rotated, change the position of bearing axle wheel, reach the space-saving function of actual conditions.
G) further, nearby on ground install power shaft 4, the power shaft using low-power motor as power,
Steel strand wires 2 are accessed in power shaft box 44 through steel strand wires fixator 41.
H after) installing apparatus above, two layers of brick wall are proceeded by and are built by laying bricks or stones, started motor and start stand slurry, at the same it is artificial on
Brick, carry out vertical mortar joint using vertical upper pulpboard 6 and smear slurry.
I) when the sensing chip in the fixed glides for spreading out sizing device touches the induction installation of movable support 3, lifting dress
Put 7 and carry out lifting according to original setting adjustable height, manual mobile lifting device 7 is put wall end initiating terminal and proceeded by three layers of brick
Slurry, next built by laying bricks or stones as two layers of brick wall building method carry out three layers of brick wall.
It should be noted that the above embodiments are merely illustrative of the technical solutions of the present invention, rather than its limitations, although ginseng
The present invention is described in detail according to previous embodiment, those of ordinary skill in the art should be understood：It still can be right
Technical scheme described in foregoing embodiments is modified, or carries out equivalent substitution to some technical characteristics therein, and
These modifications are replaced, and the essence of appropriate technical solution is departed from the spirit and model of various embodiments of the present invention technical scheme
Enclose.
Claims (6)
1. a kind of new stand of the present invention grouts wall telephone and construction method, including stand sizing device 1, steel strand wires 2, movable support
3rd, power shaft 4, vertically upper pulpboard 6, lowering or hoisting gear 7, liter is set according to the mode of wanted masonry panel and wall brick specification
The adjustable height of falling unit, building wall position is determined by artificial unwrapping wire, proceed by one layer of brick wall and build by laying bricks or stones.One layer of brick wall
Build by laying bricks or stones and determine to build line by laying bricks or stones by the way of manually building by laying bricks or stones, stand sizing device is connected to after building one layer by laying bricks or stones PLC programming Controls are installed
The lowering or hoisting gear 7 of device, one end of one layer of brick wall is placed in, movable support 3 is adjusted according to wanted masonry panel thickness in the other end
On adjuster 34 fix movable support 3 on brick wall, the one end of steel strand wires 2 is connected on draw ring 17, the other end is by can
Mobile support saddle 3, steel strand wires fixator 41 access in power shaft box 44 installation for completing whole device, proceed by two layers of brick wall
Build by laying bricks or stones.
2. a kind of new stand according to claim 1 grouts wall telephone and construction method, it is characterised in that the stand sizing device
Including mortar funnel (11), stand slurry roller bearing (12), fixed glides (13), mortar control panel (16), draw ring (17).Mortar funnel
(11) it is used to hold mortar of laying bricks, exposing mortar funnel (11) bottom opening size by mortar control panel (16) push-and-pull controls sand
The stand slurry amount of slurry, stand slurry roller bearing (12) is used to be compacted mortar and controls stand slurry thickness, fixed glides (13) one side energy when stand is starched
The sliding rail of the device is enough provided, on the other hand limitation stand slurry position, reduce the work of vertical marked rod when building a wall.
3. a kind of new stand according to claim 1 grouts wall telephone and construction method, it is characterised in that the steel strand wires
(2) one end is connected on the draw ring (17) of stand sizing device (1), and the other end is involved in power shaft box by movable support (3)
(44) process of stand sizing device is pulled to carry out stand slurry so as to reach in, the velocity of rotation of the power shaft (4) can be according to reality
Border project situation is adjusted.
4. a kind of new stand according to claim 1 grouts wall telephone and construction method, it is characterised in that the lowering or hoisting gear
(7) it is to control the lifting for spreading out sizing device (1), the stand sizing device (1) is connected on the lowering or hoisting gear (7), the lifting
Device (7) controls the lifting of stand sizing device (1) by PLC, and adjustable height is one block of common brick or cement brick
Thickness, the specification of general cement brick is 190mm × 190mm × 390mm, and common brick regular size is 240mm × 115mm × 53mm,
Lowering or hoisting gear sets multiple adjustable heights, respectively 53mm, 115mm, 90mm, 190mm etc..
5. a kind of new stand according to claim 1 grouts wall telephone and construction method, it is characterised in that the vertical starching
Plate (6) is the easy plane that slurry is smeared for carrying out vertical mortar joint, and the vertically upper pulpboard (6) is stood on into brick side, existed using scraper
Cement mortar is spread thereon, has both been ensured to smear slurry speed or has been ensured the starching uniformity.
6. a kind of new stand according to claim 1 grouts wall telephone and construction method, it is characterised in that including following construction
Step：
A) carry out the proportioning of binding material before masonry panel, the main component of conventional binding material be cement, yellow sand and
Lime paste.Different material fits and material grading (i.e. weight ratio) can be selected as required.Here mixed mortar is used
Exemplified by illustrate, optional stage is with being cement：Lime：Yellow sand=1:1:6.
B) lay bricks before wall, first base surface or or flooring on make each layer absolute altitude on schedule by standard water, and with cement mortar or C10
Pea gravel concreten is levelling.Architecture bottom layer wall body can be defined by axis location nail on sight rail and draw linen thread, under being hung along linen thread linen thread
Plumb bob, wall body center line axis is put on base surface, and accordingly wall body central axis be defined ejection longitudinal cross wall line, and making at one's side
Door-window opening position.To ensure the coincidence of each floor layer wall body axis, and it is consistent with foundation location axis, using advance pilot measurement
Wall body central axis on wall face, so as to upward pilot measurement.The pilot measurement of axis is the key of unwrapping wire, it is necessary to chi by drawing
It is very little to be checked with metallic tape.Then, by floor wall body center line, each wall sideline is ejected, marks door-window opening position.
C) further, by selected masoning method, pendulum brick sample (raw pendulum, i.e., do not spread ash) is tried in wall base top surface unwrapping wire position, to the greatest extent
The modulus for making door and window pile meet brick is measured, deviation hour can be adjusted by perps, and brick quantity is cut to reduce, and ensure brick and brickwork joint row
Row are neat, uniform, to improve efficiency of laying bricks.It is particularly important in dry wall is built by laying bricks or stones to put brick sample.
D) further, vertical marked rod can not had to again using semi-automatic stand paddle wall-building machine at this, manually building one layer of brick by laying bricks or stones
Building by laying bricks or stones for two layers of wall brick is proceeded by afterwards, will be spread out sizing device (1) and is connected to the lowering or hoisting gear (7) of PLC is installed
And it is placed on brick wall one end.
E) further, fixed glides (13) are stuck on one layer of brick, regulation regulating bolt makes it firmly be stuck on brick wall.
F) further, steel strand wires one end is connected on the draw ring of stand sizing device using steel strand wires (2), steel strand wires (2) pass through
Movable support (3), adjuster (34) is fixed on brick by twisting bolt come the width of adjustment fixing plate (33) in movable support
On the wall other end, fixed plate width is slightly larger than brick wall thickness, and support frame (32) on the one hand can support whole support body, on the other hand prop up
Support can be rotated, and changed the position of bearing axle wheel, reached the space-saving function of actual conditions.
G) further, power shaft (4) is nearby installed, the power shaft is using low-power motor as power, steel on ground
Twisted wire (2) is interior through steel strand wires fixator (41) access power shaft box (44).
H after) installing apparatus above, two layers of brick wall is proceeded by and are built by laying bricks or stones, started motor and start stand slurry, while manually upper brick, make
Vertical mortar joint, which is carried out, with vertical upper pulpboard (6) smears slurry.
I) when the sensing chip in the fixed glides for spreading out sizing device touches the induction installation of movable support (3), lowering or hoisting gear
(7) lifting is carried out according to original setting adjustable height, manual mobile lifting device (7) puts wall end initiating terminal and proceeds by three layers of brick
Starching, next built by laying bricks or stones as two layers of brick wall building method carry out three layers of brick wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710888462.5A CN107401285A (en) | 2017-09-27 | 2017-09-27 | Semi-automatic stand paddle wall-building machine and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710888462.5A CN107401285A (en) | 2017-09-27 | 2017-09-27 | Semi-automatic stand paddle wall-building machine and construction method |
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| CN107401285A true CN107401285A (en) | 2017-11-28 |
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| CN201710888462.5A Pending CN107401285A (en) | 2017-09-27 | 2017-09-27 | Semi-automatic stand paddle wall-building machine and construction method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107654078A (en) * | 2017-11-29 | 2018-02-02 | 贵州兴贵恒远新型建材有限公司 | A kind of mobile wall building equipment of building block assembled wall |
| CN110792275A (en) * | 2019-11-29 | 2020-02-14 | 重庆科技学院 | Movable wall building device |
| CN112854690A (en) * | 2021-02-26 | 2021-05-28 | 中国十七冶集团有限公司 | Masonry mortar joint standardized construction device and use method |
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| CN103953132A (en) * | 2014-05-06 | 2014-07-30 | 株洲博尔曼科技发展有限公司 | Novel construction method for concrete block masonry wall |
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| CN206053379U (en) * | 2016-08-31 | 2017-03-29 | 山西四建集团有限公司 | A kind of particular manufacturing craft for improving masonry mortar joint construction quality |
| CN206205466U (en) * | 2016-09-29 | 2017-05-31 | 中冶天工集团天津有限公司 | A kind of masonry mortar lying device |
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| GB191125049A (en) * | 1910-11-14 | 1911-12-21 | Uberto Cagnassi | Improvements in Machines for use in Building Walls and the like. |
| EP1221516A2 (en) * | 2000-11-06 | 2002-07-10 | Tubag Trass-, Zement- und Steinwerke Gmbh | Method and device for application of a thin mortar bed |
| CN103953132A (en) * | 2014-05-06 | 2014-07-30 | 株洲博尔曼科技发展有限公司 | Novel construction method for concrete block masonry wall |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112854690A (en) * | 2021-02-26 | 2021-05-28 | 中国十七冶集团有限公司 | Masonry mortar joint standardized construction device and use method |
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