CN109577666A - Wall construction Processes and apparatus - Google Patents
Wall construction Processes and apparatus Download PDFInfo
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- CN109577666A CN109577666A CN201910064625.7A CN201910064625A CN109577666A CN 109577666 A CN109577666 A CN 109577666A CN 201910064625 A CN201910064625 A CN 201910064625A CN 109577666 A CN109577666 A CN 109577666A
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- 238000010276 construction Methods 0.000 title claims abstract description 73
- 238000000034 method Methods 0.000 title claims abstract description 32
- 230000008569 process Effects 0.000 title abstract description 20
- 238000010010 raising Methods 0.000 claims abstract description 27
- 230000007246 mechanism Effects 0.000 claims description 55
- 238000001125 extrusion Methods 0.000 claims description 33
- 230000003028 elevating effect Effects 0.000 claims description 16
- 239000007767 bonding agent Substances 0.000 claims description 8
- 239000004744 fabric Substances 0.000 claims description 6
- 239000000203 mixture Substances 0.000 claims description 4
- 238000007711 solidification Methods 0.000 claims description 4
- 230000008023 solidification Effects 0.000 claims description 4
- 230000006835 compression Effects 0.000 claims description 3
- 238000007906 compression Methods 0.000 claims description 3
- 238000005516 engineering process Methods 0.000 abstract description 6
- 238000012544 monitoring process Methods 0.000 abstract description 3
- 210000004027 cell Anatomy 0.000 description 10
- 230000003014 reinforcing effect Effects 0.000 description 7
- 239000004567 concrete Substances 0.000 description 5
- 238000010586 diagram Methods 0.000 description 5
- 239000003513 alkali Substances 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 230000009471 action Effects 0.000 description 3
- 239000004566 building material Substances 0.000 description 3
- 230000008859 change Effects 0.000 description 3
- 239000000284 extract Substances 0.000 description 3
- 230000004992 fission Effects 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 238000009414 blockwork Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 239000003365 glass fiber Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 239000002759 woven fabric Substances 0.000 description 2
- 239000002585 base Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 210000002421 cell wall Anatomy 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 239000011464 hollow brick Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
Classifications
-
- 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
- E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
- E04G21/26—Strutting means for wall parts; Supports or the like, e.g. for holding in position prefabricated walls
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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 invention discloses a kind of wall construction Processes and apparatus, are related to building field.The wall construction Processes and apparatus, wall construction is carried out using the platform in non-vertical face, the platform provides datum level and support for building wall, guarantee the flatness of wall construction and the verticality of raising back wall using plane thereon, cell cube need to be only placed on platform by construction personnel carries out the operation such as joint filling, avoid the monitoring in masonry or splicing to verticality and flatness, reduce difficulty of construction, shorten construction period, and the technology content of the construction technology requires lower, therefore excessive requirement is not done to the technical level of worker, further reduce cost of labor.
Description
Technical field
The present invention relates to building field more particularly to a kind of wall construction Processes and apparatus.
Background technique
Wall is in building construction process, using by scattered wallboard or building block, vertically splicing is installed or built in vertical plane
It builds.Worker needs Reusability plumb line or straight guiding ruler to compare the verticality of wall in the construction process, and conscientiously observes joint filling
Assembled wallboard or the flatness of building block afterwards.Once the verticality of wall be more than specification specified value, then influence wall bearing capacity and
Stability should do over again and spell or build again；Flatness influences presentation quality so that surface of wall is uneven more than specification specified value,
It should reprocess or repair chisel processing.
Existing wall construction mode causes construction efficiency lower, and the duration is longer, and there are risks for construction quality, and want
Construction personnel's workmanship with higher and working experience abundant are asked, causes cost of labor higher.
Summary of the invention
Technical problem to be solved by the invention is to provide one kind can reduce difficulty of construction, improves construction efficiency, saves
A kind of wall construction Processes and apparatus of cost of labor.
In order to solve the above technical problems, the technical solution used in the present invention is:
Wall construction technique, which comprises the following steps:
A. platform is obtained, places the platform in suitable location, and utilize support body supports, the platform is made to be in non-vertical flat
In face；
B. wall is formed, in the cell cube for putting composition wall on platform, and bonding agent joint filling is used, makes muti-piece cell cube
It is assembled integral, meet the wall size to be obtained；
C. lift bench, after bonding agent solidification, lift bench is located in perpendicular, and is met under platform
End is supported on ground；
D. seperated, wall vertically in place is separated with platform.
A further technical solution lies in: before step d, adapting table is set on the ground, makes platform during raising,
The bottom of platform and adapting table bumps socket joint, are supported on the bottom of wall on adapting table, and then platform is in horizontal plane in moving back,
Complete seperated operation.
A further technical solution lies in: in step b, when the cell cube put is wallboard, is put by column, often put one
Joint filling is carried out after column wallboard, then along the platform upper surface lateral compression column wallboard, is bonded two adjacent column wallboards secured；
When the cell cube put is building block, is up put from platform lower section by layer, carry out joint filling after often putting one layer of building block, it is then suitable
Platform upper surface from this layer of building block of upper extruding, be bonded two layers adjacent of building block secured.
A further technical solution lies in: in step a, the platform of hollow out is obtained, and make to hang below platform using supporter
Sky reserves worker to the operating space of surface construction under wall；In step b, after joint filling, in wall upper and lower surface at joint filling
Be adhesively fixed grid cloth.
Wall construction equipment characterized by comprising
Platform is arranged in non-vertical plane, and the bottom of the platform is equipped with for supporting, making its stable to be in it
Inclination or horizontality supporter, the lower end of the platform it is perpendicular upwards be equipped with lower limiting board, a left side for the platform or
Right side is perpendicular to be equipped with side limit plate upwards；
Mobile elevating machine is set to mesa base, platform raising can be driven to be erected on ground.
A further technical solution lies in: it further include the adapting table on ground, the adapting table has long along platform
Spend direction it is spaced multiple, the lower limiting board includes the muti-piece being in the same plane, adjacent two pieces of lower limiting boards it
Between, have makes spacing of the adapting table socket joint between two lower limiting boards during platform raising so that wall vertically after under it
End face is supported on adapting table, and the mobile elevating machine can also drive platform level after setting to move back.
A further technical solution lies in: the platform forms mesh-plate structure by upper beam body and lower beam body cross-fixing.
A further technical solution lies in: the side opposite with side limit plate is equipped with the side stripper plate of setting in parallel,
The side stripper plate can be in platform upper surface or so linear slide；
And/or
The side opposite with lower limiting board is equipped with the upper extrusion board of setting in parallel, and the upper extrusion board can be in platform
Linear slide above and below upper surface.
A further technical solution lies in: the outside of the side stripper plate is equipped with for driving it back and forth to control on platform
The first driving mechanism slided and locked；
And/or
The outside of the upper extrusion board is equipped with the second driving for driving it back and forth to slide up and down and lock on platform
Mechanism.
A further technical solution lies in: first driving mechanisms in platform upper surface or so linear slide and to have
There is the locking piece with platform locking；
And/or
Second driving mechanism linear slide and can have locking piece with platform locking above and below platform upper surface.
The beneficial effects of adopting the technical scheme are that
The wall construction Processes and apparatus, using the platform jigsaw for being in non-vertical face, which provides for building wall
Datum level and support, guarantee the flatness of the masonry of wall and the verticality of raising back wall using plane thereon, construct
Cell cube need to be only placed on platform by personnel carries out the operation such as joint filling, avoids in building process to verticality and flatness
Monitoring, reduces difficulty of construction, shortens construction period, and the technology content requirement of the construction technology is lower, therefore to work
The technical level of people does not do excessive requirement, further reduces cost of labor.
Detailed description of the invention
The present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments.
Fig. 1 is the structural schematic diagram (plateau levels setting) of wall construction equipment in the embodiment of the present invention；
Fig. 2 is the structural schematic diagram (platform inclination setting) of wall construction equipment in the embodiment of the present invention；
Fig. 3 is the structural schematic diagram of platform upright state in the embodiment of the present invention；
Fig. 4 is the schematic view of the front view in the embodiment of the present invention after platform setting；
Fig. 5 is the axis side structure schematic diagram of platform in the embodiment of the present invention three；
Fig. 6 is the axis side structure schematic diagram of platform in the embodiment of the present invention four；
Fig. 7 is that the part-structure of the first driving mechanism in the embodiment of the present invention is intended to.
Specific embodiment
With reference to the attached drawing in the embodiment of the present invention, technical solution in the embodiment of the present invention carries out clear, complete
Ground description, it is clear that described embodiment is a part of the embodiments of the present invention, instead of all the embodiments.Based on this hair
Embodiment in bright, those skilled in the art's every other embodiment obtained without making creative work,
It shall fall within the protection scope of the present invention.
In the following description, numerous specific details are set forth in order to facilitate a full understanding of the present invention, but the present invention can be with
Implemented using other than the one described here other way, those skilled in the art can be without prejudice to intension of the present invention
In the case of do similar popularization, therefore the present invention is not limited by the specific embodiments disclosed below.
Wall construction technique can be used for fly ash aerated blockwork, solid brick wall, gypsum block wall, hollow brick
The masonry or assembling construction of wall, light cement sand blockwork or all kinds of lightweight wall plates etc..
Embodiment one
When the cell cube used is wallboard, when forming wall using wallboard assembly, specifically includes the following steps:
A. platform is obtained, places the platform in suitable location, and utilize support body supports, the platform is made to be in non-vertical flat
In face, i.e., plateau levels or it is obliquely installed；
B. wall is formed, in the wallboard for putting composition wall on platform, and uses bonding agent joint filling, keeps muti-piece wallboard assembled
It is integral, meet the wall size to be obtained；
C. lift bench, after bonding agent solidification, lift bench is located in perpendicular, and is met under platform
End is supported on ground；
D. seperated, wall vertically in place is separated with platform.
To realize that vertical wall in place is separated with platform, before step d, adapting table is set on the ground, platform is made to exist
During raising, the bottom of platform and adapting table bumps socket joint are supported on the bottom of wall on adapting table, then platform is in water
It is moved back in plane, completes seperated operation,.
In step b, when putting wallboard, the disposing way of wallboard should make the length dimension of wallboard platform raising in place after
It is arranged in up and down direction, and is put when putting by column, joint filling is carried out after often putting a column wallboard, then along platform upper surface
The lateral compression column wallboard is bonded two adjacent column wallboards secured.
In step a, obtain the platform of hollow out, and made using supporter it is hanging below platform, reserve worker to wall below
The operating space of construction after joint filling, is adhesively fixed grid in order in stepb at joint filling in the upper and lower surface of wall
Cloth.Grid cloth is formed based on middle alkali or alkali-free glass fibre woven fabric through alkaline-resisting coating treatment, intensity height, alkali resistance
It is good, it is mainly used for preventing crannied generation at joint filling, to guarantee the intensity of wall.
Embodiment two
When the cell cube used is building block, when forming wall using concrete block masonry, specifically includes the following steps:
A. platform is obtained, places the platform in suitable location, and utilize support body supports, the platform is made to be in non-vertical flat
In face, i.e., plateau levels or it is obliquely installed；
B. wall is formed, in the building block for putting composition wall on platform, and uses bonding agent joint filling, keeps muti-piece building block assembled
It is integral, meet the wall size to be obtained；
C. lift bench, after bonding agent solidification, lift bench is located in perpendicular, and is met under platform
End is supported on ground；
D. seperated, wall vertically in place is separated with platform.
To realize that vertical wall in place is separated with platform, before step d, adapting table is set on the ground, platform is made to exist
During raising, the bottom of platform and adapting table bumps socket joint are supported on the bottom of wall on adapting table, then platform is in water
It is moved back in plane, completes seperated operation.
In step b, when putting building block, is up put from platform lower section by layer, carries out joint filling after often putting one layer of building block,
Then it is bonded two layers adjacent of building block secured from this layer of building block of upper extruding along platform upper surface.
In step a, obtain the platform of hollow out, and made using supporter it is hanging below platform, reserve worker to wall below
The operating space of construction after joint filling, is adhesively fixed grid in order in stepb at joint filling in the upper and lower surface of wall
Cloth.Grid cloth is formed based on middle alkali or alkali-free glass fibre woven fabric through alkaline-resisting coating treatment, intensity height, alkali resistance
It is good, it is mainly used for preventing crannied generation at joint filling, to guarantee the intensity of wall.
The wall construction technique recorded in embodiment one and embodiment two should using the platform jigsaw for being in non-vertical face
Platform provides datum level and support for building wall, after the flatness and raising that guarantee the masonry of wall using plane thereon
The verticality of wall, cell cube need to be only placed on platform by construction personnel carries out the operation such as joint filling, avoids in building process
Monitoring to verticality and flatness, reduces difficulty of construction, shortens construction period, and the technology content of the construction technology
It is required that it is lower, therefore excessive requirement is not done to the technical level of worker, further reduce cost of labor.
Also, the size of the platform is determined according to the wall bulk of design in example 1 and example 2, is put down
Platform height is less than the spatial altitude of design wall, and berm width should not be too large, can when the length dimension for designing wall is larger
To use several platform piecemeal recombinant assembly to use.
Embodiment three
Applied to the equipment in wall construction technique, for assisting wallboard assembling construction to form wall.Such as FIG. 1 to FIG. 5 institute
Show, which includes the mobile elevating machine for being located at vertical state for the platform 10 and driving platform 10 of jigsaw
20。
Platform 10 is arranged in non-vertical plane, and the bottom of the platform 10 is equipped with for supporting to it, keeping its stable
Supporter 108 in inclination or horizontality, the lower end of Yu Pingtai 10 is perpendicular to be equipped with lower limiting board 101, Yu Ping upwards
The left or right side of platform 10 is perpendicular to be equipped with side limit plate 102 upwards.The setting of lower limiting board 101 is limited in jigsaw and raising
10 process deadlight of platform slides downwards, and side limit plate 102 is applied not only to guarantee the verticality of wall side, is also used to laterally squeeze
It is limited when pressure, when carrying out wallboard concatenation construction using the equipment, when putting wallboard, should make to be against lower limit on the downside of wallboard
On plate 101, a side of wallboard is against on side limit plate 102.
Mobile elevating machine 20 is set to 10 bottom of platform, for driving 10 raising of platform to be erected in ground.
In order in fission, enable wall quickly and effectively separate with platform 10, which further includes being set on ground
Adapting table 30, as shown in figure 4, the adapting table 30 have along 10 length direction of platform spaced multiple, the lower limit
Position plate 101 includes the muti-piece being in the same plane, and is had between adjacent two pieces of lower limiting boards 101 in 10 raising process of platform
In, make spacing of 30 socket joint of adapting table between two lower limiting boards 101, so that its rear lower end surface is supported in adapting table to wall vertically
On 30, the mobile elevating machine 20 can also drive the level after setting of platform 10 to move back, and then recycle mobile lift
Structure 20 extracts platform 10 out of adapting table 30 in moving back in horizontal plane out, separates platform 10 with adapting table 30.
In order to avoid wallboard is during joint filling, mortar etc. is be bonded with platform 10 by wallboard, so platform 10 uses hollow out
Structure.Specifically, platform 10 forms mesh-plate structure by upper beam body 103 and lower 104 cross-fixing of beam body.Upper beam body 103 is under
The building materials such as reinforcing bar or angle steel can be used in beam body 104.
About during jigsaw joint filling, to the extrusion structure of wallboard, the side opposite with side limit plate 102 is equipped with and it
Side stripper plate 105 disposed in parallel, the side stripper plate 105 can be in 10 upper surface of platform or so linear slides.
When platform 10 is built using upper beam body 103 and lower beam body 104, the upper beam body 103 includes being horizontally arranged at interval
More, the spacing on adjacent two between beam body 103 is not more than the length of wallboard, enable wallboard carry in upper beam body 103,
The lower beam body 104 is located at the lower section of upper beam body 103, and intersects with upper beam body 103, and is fixed in the form of welding, realizes
The fixation of more upper beam bodies 103.Side stripper plate 105 can be slided in upper beam body 103 by sliding over, and be formed using upper beam body 103
The guide rail of left and right straight line.When construction, construction personnel changes side stripper plate 105 and side limit plate by sliding side stripper plate 105
The distance between 102, realize extruding of the side stripper plate 105 to wallboard.
In order to realize the automation of construction, further saves manually, reduce labor intensity, the outside of side stripper plate 105 is set
There is the first driving mechanism 106 for driving it back and forth to horizontally slip and lock on platform 10.First driving mechanism 106 can adopt
The driving of opposite side stripper plate 105, and the shape stable by cylinder rod are realized by the flexible of cylinder rod with the realization of cylinder or oil cylinder
The lock state that state keeps side stripper plate 105 stable.
But since the stroke of cylinder or oil cylinder is limited, and the size of platform 10 is larger, therefore makes the first driving mechanism
106 can be in 10 upper surface of platform or so linear slide and with the locking piece locked with platform 10.In the construction process, pass through
Change the position of the first driving mechanism 106 on platform 10, to adjust its stroke, meets the opposite side stripper plate 105 under large span
Driving first driving mechanism 106 is locked with platform 10, recycles it after determining the position of the first driving mechanism 106
Driving side stripper plate 105.
Likewise, first driving mechanism 106 can pass through cunning when platform 10 is built using upper beam body 103 and lower beam body 104
It covers and is slided in upper beam body 103.As shown in fig. 7, locking piece includes longitudinally disposed slide plate 107, the both ends of the slide plate 107 are solid
Surely there is the sliding sleeve with the sliding cooperation of upper beam body 103, the sliding sleeve is equipped with clamping screw, by turn clamping screw, realizes the
The fixation and release of one driving mechanism and platform 10.
Position guarantees the uniformity that side stripper plate 105 exerts a force to different location wallboard, at interval of certain on side stripper plate 105
Distance is provided with one first driving mechanism 106, and multiple first driving mechanisms 106 are controlled by a control system, realizes synchronization action.
Also, the junction of stripper plate 105 and the first driving mechanism 106 is equipped with reinforcing rib 109 in side.
Example IV
Applied to the equipment in wall construction technique, wall is formed for auxiliary block of concrete building construction.Such as FIG. 1 to FIG. 4 and
Shown in Fig. 6, which includes the moving lifting for being located at vertical state for the platform 10 and driving platform 10 of masonry
Mechanism 20.
Platform 10 is arranged in non-vertical plane, and the bottom of the platform 10 is equipped with for supporting to it, keeping its stable
Supporter 108 in inclination or horizontality, the lower end of Yu Pingtai 10 is perpendicular to be equipped with lower limiting board 101, Yu Ping upwards
The left or right side of platform 10 is perpendicular to be equipped with side limit plate 102 upwards.The setting of lower limiting board 101 is limited in masonry and raising
Building block slides downwards during platform 10, and side limit plate 102 is used to guarantee the verticality of wall side, carries out using the equipment
When wallboard concatenation construction, when putting building block, it should make to be against on lower limiting board 101 on the downside of first layer building block, the side of building block
It is against on side limit plate 102.
Mobile elevating machine 20 is set to 10 bottom of platform, for driving 10 raising of platform to be erected in ground.
In order in fission, enable wall quickly and effectively separate with platform 10, which further includes being set on ground
Adapting table 30, as shown in figure 4, the adapting table 30 have along 10 length direction of platform spaced multiple, the lower limit
Position plate 101 includes the muti-piece being in the same plane, and is had between adjacent two pieces of lower limiting boards 101 in 10 raising process of platform
In, make spacing of 30 socket joint of adapting table between two lower limiting boards 101, so that its rear lower end surface is supported in adapting table to wall vertically
On 30, the mobile elevating machine 20 can also drive the level after setting of platform 10 to move back, and then recycle mobile lift
Structure 20 extracts platform 10 out of adapting table 30 in moving back in horizontal plane out, separates platform 10 with adapting table 30.
In order to avoid building block is during joint filling, mortar etc. is be bonded with platform 10 by building block, so platform 10 uses hollow out
Structure.Specifically, platform 10 forms mesh-plate structure by upper beam body 103 and lower 104 cross-fixing of beam body.Upper beam body 103 is under
The building materials such as reinforcing bar or angle steel can be used in beam body 104.
About during jigsaw joint filling, to the extrusion structure of building block, the side opposite with lower limiting board 101 is equipped with and it
Upper extrusion board 110 disposed in parallel, the upper extrusion board 110 can above and below 10 upper surface of platform linear slide.
When platform 10 is built using upper beam body 103 and lower beam body 104, the upper beam body 103 is arranged including longitudinal gap
More, the spacing on adjacent two between beam body 103 is not more than the length of building block, enable building block carry in upper beam body 103,
The lower beam body 104 is located at the lower section of upper beam body 103, and intersects with upper beam body 103, and is fixed in the form of welding, realizes
The fixation of more upper beam bodies 103.Upper extrusion board 110 can be slided in upper beam body 103 by sliding over, and be formed using upper beam 103
Upper and lower linear guide.When construction, construction personnel changes upper extrusion board 110 and lower limiting board 101 by sliding upper extrusion board 110
The distance between, realize extruding of the upper extrusion board 110 to building block.
In order to realize the automation of construction, artificial, reduction labor intensity, in the outside of upper extrusion board 110 is further saved
Equipped with the second driving mechanism 111 for driving it back and forth to slide up and down and lock on platform 10.Second driving mechanism 111 can
Driving to upper extrusion board 110 is realized by the flexible of cylinder rod using the realization of cylinder or oil cylinder, and stable by cylinder rod
The lock state that state keeps upper extrusion board 110 stable.
But since the stroke of cylinder or oil cylinder is limited, and the size of platform 10 is larger, therefore makes the second driving mechanism
111 linear slide and can have the locking piece that locks with platform 10 above and below 10 upper surface of platform.In the construction process, pass through
Change the position of the second driving mechanism 111 on platform 10, to adjust its stroke, meets under large span to upper extrusion board 110
Driving second driving mechanism 111 is locked with platform 10, recycles its drive after determining the position of the second driving mechanism 111
Dynamic upper extrusion board 110.
Likewise, second driving mechanism 111 can pass through cunning when platform 10 is built using upper beam body 103 and lower beam body 104
It covers and is slided in upper beam body 103.As shown in fig. 7, locking piece includes the slide plate 107 being laterally arranged, the both ends of the slide plate 107 are solid
Surely there is the sliding sleeve with the sliding cooperation of upper beam body 103, the sliding sleeve is equipped with clamping screw, passes through turn clamping screw, realization pair
The fixation and release of second driving mechanism 111 and platform 10.
Position guarantees the uniformity that upper extrusion board 110 exerts a force to different location building block, at interval of certain on upper extrusion board 110
Distance is provided with one second driving mechanism 111, and multiple second driving mechanisms 111 are controlled by a control system, realizes synchronization action.
Also, reinforcing rib 109 is equipped in the junction of upper extrusion board 110 and the second driving mechanism 111.
Embodiment five
Applied to the equipment in wall construction technique, using the equipment, can be used for that wallboard assembly or concrete block masonry is assisted to apply
Work forms wall, and the construction of two kinds of technique is completed using a kind of equipment.As shown in Fig. 1~Fig. 6, which includes using
It is located at the mobile elevating machine 20 of vertical state in platform 10 that is assembled or building and driving platform 10.
Platform 10 is arranged in non-vertical plane, and the bottom of the platform 10 is equipped with for supporting to it, keeping its stable
Supporter 108 in inclination or horizontality, the lower end of Yu Pingtai 10 is perpendicular to be equipped with lower limiting board 101, Yu Ping upwards
The left or right side of platform 10 is perpendicular to be equipped with side limit plate 102 upwards.The setting of lower limiting board 101 is limited in jigsaw and riser
Process deadlight or building block slide downwards, and side limit plate 102 is applied not only to guarantee the verticality of wall side, are also used to laterally squeeze
It is limited when pressure.When carrying out wallboard splicing or concrete block masonry construction using the equipment, when putting wallboard or building block, wallboard should be made
Or be against on the downside of building block on lower limiting board 101, a side of wallboard or building block is against on side limit plate 102.
Mobile elevating machine 20 is set to 10 bottom of platform, for driving 10 raising of platform to be erected in ground.
In order in fission, enable wall quickly and effectively separate with platform 10, which further includes being set on ground
Adapting table 30, as shown in figure 4, the adapting table 30 have along 10 length direction of platform spaced multiple, the lower limit
Position plate 101 includes the muti-piece being in the same plane, and is had between adjacent two pieces of lower limiting boards 101 in 10 raising process of platform
In, make spacing of 30 socket joint of adapting table between two lower limiting boards 101, so that its rear lower end surface is supported in adapting table to wall vertically
On 30, the mobile elevating machine 20 can also drive the level after setting of platform 10 to move back, and then recycle mobile lift
Structure 20 extracts platform out of adapting table 30 in moving back in horizontal plane out, separates platform 10 with adapting table 30.
In order to avoid wallboard or building block are during joint filling, mortar etc. is be bonded with platform 10 by wallboard or building block, so flat
Platform 10 uses the structure of hollow out.Specifically, platform 10 forms mesh-plate structure by upper beam body 103 and lower 104 cross-fixing of beam body.On
The building materials such as reinforcing bar or angle steel can be used in beam body 103 and lower beam body 104.
About during jigsaw joint filling, the side that the side opposite with side limit plate 102 is equipped with setting in parallel is squeezed
Plate 105, the side stripper plate 105 can be in 10 upper surface of platform or so linear slides；The side opposite with lower limiting board 101 is set
Have a upper extrusion board 110 of setting in parallel, the upper extrusion board 110 can above and below 10 upper surface of platform linear slide.
When platform 10 is built using upper beam body 103 and lower beam body 104, the upper beam body 103 includes being horizontally arranged at interval
More, the spacing on adjacent two between beam body 103 is not more than the length of wallboard, enable wallboard carry in upper beam body 103,
The lower beam body 104 is located at the lower section of upper beam body 103, more including longitudinal gap setting, between adjacent two lower beam bodies 104
Spacing is not more than the length of building block, and building block is enable to be mounted in lower beam body 104, and lower beam body 104 is vertical with upper beam body 103 to be handed over
Fork, and fixed in the form of welding.The sliding slot of intersection is opened up in upper beam body 103 and lower beam body 104, side stripper plate 105 has
There are protrusion and upper 103 male-female engagement of beam body, form the guide rail of left and right straight line using upper beam body 103, upper extrusion board 110 has protrusion
With lower 104 male-female engagement of beam body, the guide rail of upper and lower straight line is formed using lower beam body 104.In wallboard assembling construction, construction personnel
By sliding side stripper plate 105, changes the distance between side stripper plate 105 and side limit plate 102, realize that side stripper plate 105 is right
The extruding of wallboard.In concrete block masonry construction, construction personnel changes upper extrusion board 110 and lower limit by sliding upper extrusion board 110
The distance between position plate 101 realizes extruding of the upper extrusion board 110 to building block.
In order to realize the automation of construction, further saves manually, reduce labor intensity, the outside of side stripper plate 105 is set
There is the first driving mechanism 106 for driving it back and forth to horizontally slip and lock on platform 10.In the outside of upper extrusion board 110
Equipped with the second driving mechanism 111 for driving it back and forth to slide up and down and lock on platform 10.First driving mechanism, 106 He
The realization of cylinder or oil cylinder can be used in second driving mechanism 111, by the flexible of cylinder rod, realizes opposite side stripper plate 105 and upper
The driving of stripper plate 110.
But since the stroke of cylinder or oil cylinder is limited, and the size of platform 10 is larger, therefore makes the first driving mechanism
106 can be in 10 upper surface of platform or so linear slide and with the locking piece locked with platform 10,111 energy of the second driving mechanism
Enough linear slides above and below 10 upper surface of platform simultaneously have the locking piece locked with platform 10.In the construction process, pass through change
The position of first driving mechanism 106 and the second driving mechanism 111 on platform 10 meets under large span to adjust its stroke
The driving of opposite side stripper plate 105 and upper extrusion board 110, when the position for determining the first driving mechanism 106 or the second driving mechanism 111
It postpones, driving mechanism and platform 10 is locked, recycle its driving side stripper plate 105 or upper extrusion board 110.
Likewise, first driving mechanism 106 can be by convex when platform 10 is built using upper beam body 103 and lower beam body 104
Sliding slot male-female engagement in portion and upper beam body 103, which is realized, to be slided, and the second driving mechanism 111 can pass through protrusion and lower upper beam body 104
On sliding slot male-female engagement realize sliding.Wherein, locking piece includes slide plate 107, and the both ends of the slide plate 107 are fixed with and upper beam
The protrusion of 104 sliding slot male-female engagement of body 103 or lower beam body has offered lockhole on the sliding slot, by into corresponding lockhole
Clamping screw is worn, by turn clamping screw, is realized to the first driving mechanism 106 and the second driving mechanism 111 and platform 10
Fixation and release.
To guarantee the uniformity to exert a force in the construction process, certain distance is provided with one on side stripper plate 105
First driving mechanism 106, multiple first driving mechanisms 106 are controlled by a control system, realize synchronization action.Also, it is squeezed in side
The junction of pressing plate 105 and the first driving mechanism 106 is equipped with reinforcing rib 109.Likewise, at interval of one on upper extrusion board 110
Set a distance is provided with one second driving mechanism 111, and multiple second driving mechanisms 111 are controlled by another control system, realizes and synchronizes
Movement.Also, reinforcing rib 109 is equipped in the junction of upper extrusion board 110 and the second driving mechanism 111.
About in embodiment three, example IV and embodiment five, compared to perpendicular, 10 energy of platform of inclination or level
It is enough to provide datum level and support to for wall construction.Supporter 108 can be structure as a whole with platform 10, in 10 bottom surface four of platform
Angle setting supporting leg or supporter 108 and platform 10 be detachable structure or be that supporter 108 and platform 10 are fixed, but
Supporter 108 is retractable structure, as long as meeting supporter 108 when platform 10 is original state, can be carried out to platform steady
Clamped support, during platform raising, supporter 108 does not influence the raising of platform 10.
Wherein 10 first choice of platform is horizontally disposed, is obliquely installed again after putting cell cube, lower end is supported on ground, is mentioned
Stability of the high platform 10 in original state and raising state.Also, the height of lower limiting board 101 and side limit plate 102 is not
Lower than the thickness of cell cube 001, preferably cell cube 001 can be limited.
In embodiment three, example IV and embodiment five, mobile elevating machine 20 can drive platform 10 vertical, and platform is perpendicular
After straight, lower end is supported on ground, and is driven platform 10 to move back using mobile elevating machine 20 and extracted out, make from adapting table 30
Wall is unloaded from platform 10.
Specifically, cylinder or oil cylinder can be used in mobile elevating machine 20, mobile elevating machine 20 includes for driving platform
The vertical lifting cylinder body of 10 raisings and mobile cylinder body for driving 10 level of platform to move back.The cylinder rod and platform 10 of lifting cylinder body
Lower end surface it is hinged, pass through cylinder rod elongation realize platform 10 erect.Mobile cylinder body level is fixed on ground, and is located at lift cylinders
Body rear, cylinder rod are fixed with lifting cylinder body lower end, are shunk by cylinder rod, realize that platform 10 moves back.Either mobile lift
Structure 20 is used in combination using lifting cylinder body with dragger, is realized and is moved horizontally i.e. after carrying out overturning raising and setting to platform 10
It can.
During platform raising, lower limiting board 101 is overturn, into the groove between adapting table 30, due to adapting table
30 height is higher than the height of the vertical lower limiting board 101 rear in place of platform 10, so during 10 raising of platform, under wall
End face can be supported on the upper surface of adapting table 30, after platform is in vertical plane, after wall is located on adapting table 30, and platform 10
No longer by the gravity of wall, then platform is moved backward, so that the two quickly separation is realized, without using ancillary equipment
Or big manpower demand falls moving lifting after platform 10 moves to home to further improve construction efficiency again
Mechanism 20 is detached from platform and lifting mechanism, support is recycled to be supported platform 10, carries out next constructing operation.
The above is only presently preferred embodiments of the present invention, anyone content according to the present invention makes the present invention a little
Simple modification, deformation and equivalent replacement each fall within protection scope of the present invention.
Claims (10)
1. wall construction technique, which comprises the following steps:
A. platform is obtained, the platform is placed in suitable location, and utilize support body supports, the platform is made to be in non-vertical plane
It is interior；
B. wall is formed, in the cell cube for putting composition wall on platform, and uses bonding agent joint filling, keeps muti-piece cell cube assembled
It is integral, meet the wall size to be obtained；
C. lift bench, after bonding agent solidification, lift bench is located in perpendicular, and meets the lower end branch of platform
It supports on ground；
D. seperated, wall vertically in place is separated with platform.
2. wall construction technique according to claim 1, it is characterised in that: before step d, setting is accepted on the ground
Platform makes platform during raising, and the bottom of platform and adapting table bumps socket joint are supported on the bottom of wall on adapting table,
Then platform completes seperated operation in moving back in horizontal plane.
3. wall construction technique according to claim 1, it is characterised in that: in step b, when the cell cube put is wallboard
When, it is put by column, carries out joint filling after often putting a column wallboard, then along the platform upper surface lateral compression column wallboard, make phase
Adjacent two column wallboards bonding is secured；When the cell cube put is building block, is up put from platform lower section by layer, often put one layer
Joint filling is carried out after building block, is then bonded two layers adjacent of building block secured from this layer of building block of upper extruding along platform upper surface.
4. wall construction technique according to claim 1, it is characterised in that: in step a, obtain the platform of hollow out, and benefit
Make hanging below platform, operating space of the reserved worker to surface construction under wall with supporter；In step b, after joint filling, in wall
The upper and lower surface of body is adhesively fixed grid cloth at joint filling.
5. wall construction equipment characterized by comprising
Platform (10), is arranged in non-vertical plane, and the bottom of the platform is equipped with for supporting, making its stable to be in it
The supporter (108) of inclination or horizontality, the lower end of the platform (10) is perpendicular to be equipped with lower limiting board (101) upwards,
The left or right side of the platform (10) is perpendicular to be equipped with side limit plate (102) upwards；
Mobile elevating machine (20) is set to platform (10) bottom, platform (10) raising can be driven to be erected on ground.
6. wall construction equipment according to claim 5, it is characterised in that: further include the adapting table on ground
(30), the adapting table (30) has spaced multiple along platform (10) length direction, and the lower limiting board (101) includes
The muti-piece being in the same plane, between adjacent two pieces of lower limiting boards (101), have makes to accept during platform (10) raising
Spacing of platform (30) socket joint between two lower limiting boards (101), so that its rear lower end surface is supported in adapting table (30) to wall vertically
On, the mobile elevating machine (20) can also drive platform (10) level after setting to move back.
7. wall construction equipment according to claim 5, it is characterised in that: the platform (10) by upper beam body (103) and
Lower beam body (104) cross-fixing forms mesh-plate structure.
8. the wall construction equipment according to claim 5 or 7, it is characterised in that: the opposite side with side limit plate (102)
Side stripper plate (105) equipped with setting in parallel, the side stripper plate (105) can be in platform (10) upper surface or so straight lines
Sliding；
And/or
Opposite side is equipped with the upper extrusion board (110) of setting in parallel, the upper extrusion board with lower limiting board (101)
It (110) can be in linear slide above and below platform (10) upper surface.
9. wall construction equipment according to claim 8, it is characterised in that: the outside of the side stripper plate (105) is equipped with
The first driving mechanism (106) for driving it back and forth to horizontally slip and lock on platform (10)；
And/or
The outside of the upper extrusion board (110) is equipped with second for driving that it back and forth slides up and down and lock on platform (10)
Driving mechanism (111).
10. wall construction equipment according to claim 9, it is characterised in that: first driving mechanism (106) can be in
Platform (10) upper surface or so linear slide simultaneously has the locking piece locked with platform (10)；
And/or
Second driving mechanism (111) can in platform (10) upper surface up and down linear slide and have and platform (10) lock
Locking piece.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910064625.7A CN109577666B (en) | 2019-01-23 | 2019-01-23 | Wall construction process and equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910064625.7A CN109577666B (en) | 2019-01-23 | 2019-01-23 | Wall construction process and equipment |
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| CN109577666A true CN109577666A (en) | 2019-04-05 |
| CN109577666B CN109577666B (en) | 2024-02-27 |
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| CN207934241U (en) * | 2018-03-02 | 2018-10-02 | 深圳市假日东方室内设计有限公司 | A kind of dismantled and assembled wallboard |
| CN207974549U (en) * | 2018-03-13 | 2018-10-16 | 四川省星光钢结构有限公司 | Assembled light wallboard position-limit mechanism |
| CN108915273A (en) * | 2018-06-29 | 2018-11-30 | 重庆智酷智造集成房屋有限公司 | A kind of plain type structural sheeting fitting machine |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20130269285A1 (en) * | 2012-04-11 | 2013-10-17 | Fred E. Hovenier | Wall lifting, transport and positioning device with roller pins |
| CN103489370A (en) * | 2012-06-12 | 2014-01-01 | 成都众山科技有限公司 | Support device for spliced curtain wall |
| CN106193629A (en) * | 2016-08-31 | 2016-12-07 | 无锡市盛源机械制造有限公司 | A kind of wallboard erecting device |
| CN107663951A (en) * | 2017-11-24 | 2018-02-06 | 浙江新邦远大绿色建筑产业有限公司 | The support system and construction technology of superimposed sheet and wallboard formed by integrally casting |
| CN207934241U (en) * | 2018-03-02 | 2018-10-02 | 深圳市假日东方室内设计有限公司 | A kind of dismantled and assembled wallboard |
| CN207974549U (en) * | 2018-03-13 | 2018-10-16 | 四川省星光钢结构有限公司 | Assembled light wallboard position-limit mechanism |
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|---|---|
| CN109577666B (en) | 2024-02-27 |
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