CN107750295A - wall construction device - Google Patents
wall construction device Download PDFInfo
- Publication number
- CN107750295A CN107750295A CN201680035362.1A CN201680035362A CN107750295A CN 107750295 A CN107750295 A CN 107750295A CN 201680035362 A CN201680035362 A CN 201680035362A CN 107750295 A CN107750295 A CN 107750295A
- Authority
- CN
- China
- Prior art keywords
- panel
- mentioned
- entire panel
- entire
- vertical
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims abstract description 49
- 238000009434 installation Methods 0.000 claims abstract description 22
- 230000001105 regulatory effect Effects 0.000 claims description 24
- 230000002787 reinforcement Effects 0.000 claims description 6
- 230000000694 effects Effects 0.000 abstract description 5
- 238000010586 diagram Methods 0.000 description 16
- 238000005516 engineering process Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 6
- 238000002360 preparation method Methods 0.000 description 5
- 239000004568 cement Substances 0.000 description 3
- 238000001746 injection moulding Methods 0.000 description 3
- 208000004350 Strabismus Diseases 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- RKTYLMNFRDHKIL-UHFFFAOYSA-N copper;5,10,15,20-tetraphenylporphyrin-22,24-diide Chemical compound [Cu+2].C1=CC(C(=C2C=CC([N-]2)=C(C=2C=CC=CC=2)C=2C=CC(N=2)=C(C=2C=CC=CC=2)C2=CC=C3[N-]2)C=2C=CC=CC=2)=NC1=C3C1=CC=CC=C1 RKTYLMNFRDHKIL-UHFFFAOYSA-N 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000000977 initiatory effect Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000002045 lasting effect Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
-
- 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
- E04G25/00—Shores or struts; Chocks
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Finishing Walls (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention relates to a kind of wall construction device, wall construction device includes：The monoblock framework arranged apart that in both sides, continuously installation entire panel forms in the horizontal direction；In above-mentioned entire panel and the connecting portion of entire panel, the entire panel connector installed vertically is separated；And side is connected to outside above-mentioned entire panel, opposite side is supported on the panel support on ground.According to an embodiment of the invention, in wall construction easy monoblock can be formed without panel pull bar and connecting pin, expenses of labour and to greatest extent reduction annex quantity can be reduced by having accordingly, and panel pull bar and connecting pin removal and stucco work can be saved, therefore the effect of working time and operating expenses can be saved.
Description
Technical field
The present invention relates to a kind of wall construction device, more particularly to it is a kind of to the company of the monoblock framework used during wall construction
Binding structure is improved, and the wall construction device of monoblock framework can be formed without panel pull bar and connecting pin.
Background technology
Generally when construct the building masonry wall such as apartment or mansion when, by inner wall form and outer wall mold plate face in the state of every
Arrangement is opened, to be maintained spaced apart by the interval of state, utilizes joints cement in the state of the firm fixation of connector part.
Referring to the drawings 1 and accompanying drawing 2 be described as follows, above-mentioned inwall, outer wall template 100,200 in order to the wall W to be constructed
Area is corresponding, and multiple plate bodys 300 such as European panel (Euro-Form) laterally and are vertically attached and combined, and formation can
Internal face, the template of outside wall surface are controlled, above-mentioned European panel (Euro-Form) 300 is to adhere to steel plate on the inside of tetragonal framework,
And the guide groove that above-mentioned connector part can be set is provided with said frame side, formed by the structure and shape standardized.
And above-mentioned connector part is drawn by the template for being attached the spaced apart regions of inwall, outer wall template 100,200
Bar 400, by connecting pin 500 that the both ends of above-mentioned form tie 400 and above-mentioned inwall, outer wall template 100,200 are fixed and
Into.
Above-mentioned form tie 400 is separately inserted above-mentioned plate body 300 at inwall, outer wall template 100, its both ends of 200 sides herein
Guide groove inside, inserted respectively inside guide groove in the state of the both ends of form tie 400, pass through above-mentioned connection in groove side
Pin 500 is attached, so as to keep being spaced between inwall, outer wall template 100,200 by above-mentioned form tie 400.
But construct in the past inwall, the structure of outer wall template 100,200, existing needs to remove inner wall form 100 and outer wall
The work of form tie 400 and connecting pin 500 that template 200 uses when fixing, so as to work efficiency drop, expense is increased to ask
Topic.After fixing inwall, outer wall template 100,200 by form tie 400 and connecting pin 500 before i.e., in above-mentioned inwall, outer wall
Joints cement between template 100,200, after then above-mentioned cement is safeguarded, remove above-mentioned inwall, outer wall template 100,
200, then need to remove above-mentioned form tie 400 and connecting pin 500, be possible to trigger safe thing so as to there is intricate operation
Therefore the and working time increase and the problem of expense increase due to other cutting or completion operation.
So as to produce the manufacturing factory of building Related product, the lasting progress also for raising construction quality and efficiency of construction
Technological development, but technological development at present is stopped on Al-Form products.And build the external output of developed country and gather around
There is the country of the top technology in the world (apratment building) usually using the template product of other country's exploitation, so as to need to develop new technology production
The integrated product without pull bar technology (without form tie, connecting pin) can be used in product.
The content of the invention
Technical problem
The present invention worked out to solve the above problems, its object is in wall construction without form tie with being connected
Pin easy can form monoblock framework.And purpose is the bodily form of monoblock template one that monoblock framework will be made up of injection molding
Into so as to precision construction.
Technological means
Wall construction device according to embodiments of the present invention includes：It is arranged apart in both sides, continuous installation in the horizontal direction
The monoblock framework that entire panel forms；In above-mentioned entire panel and the connecting portion of entire panel, progress is vertically separated
The entire panel connector of installation；And side is connected to outside above-mentioned entire panel, opposite side is supported on the panel branch on ground
Support member.
And above-mentioned entire panel includes：The inner vertical panel that vertical direction is arranged in inner side；With above-mentioned inner vertical
The outside vertical panel that panel is separated and arranged in outside vertical direction；Separated in the inner space of above-mentioned vertical panel and horizontal
The internal reinforcement panel of direction arrangement.
And in the side of above-mentioned vertical panel, the side vertical panel provided with grafting groove is formed, and in opposite side shape
Into the side vertical panel provided with grafting projection corresponding with above-mentioned grafting groove.
And lower component alongst can be also installed in the bottom of above-mentioned vertical panel.
And then separated in above-mentioned lower component equipped with bottom regulating part, and above-mentioned bottom regulating part by with lower component bolt connection
Horizontal connector, the supporting projections of fixed support tube and for combining height regulating bolt together with outside vertical panel
Regulating part connector forms.
And above-mentioned entire panel top in order to flat board with reference to and equipped with rectangular shaped special-shaped panel.
And above-mentioned entire panel connector by possessing the vertical center web in broadband and height, in above-mentioned vertical center web
Face both sides are symmetrically formed and the pin of the outside vertical panel grafting with forming entire panel forms.
And above-mentioned entire panel connector is by stay hook of the side of entire panel along vertically spaced installation
Son, the fixation clasp for separating installation in the opposite side of above-mentioned fixed hook form.
And support member is housed in order to support monoblock framework outside above-mentioned entire panel, above-mentioned support member is by monoblock
Support bracket that the outside of panel separates along vertical and horizontal directions, the branch in the installation of above-mentioned Support bracket inner horizontal direction
Stay tube forms.
Include then according to the wall construction method of the embodiment of the present invention：Form multiple entire panels, entire panel connection
The component preparation process of part, panel support and support member；Above-mentioned entire panel is spaced apart by thickness of wall body and formed whole
The monoblock framework forming step of block frame；In the outside for the entire panel for forming above-mentioned monoblock framework, vertically separate, and
Support tube is installed in the horizontal direction and fixed and support entire panel monoblock fixing step；In the outside of above-mentioned entire panel
Separate the panel support setting steps that installation panel support member is fixed.
And after above-mentioned panel support setting steps, it may also include and entire panel and flat board are attached and consolidated
The hardened conjunction step of fixed shaped face.
And above-mentioned monoblock framework forming step may include：By the entire panel of multiple entire panels grafting in the horizontal direction
Grafting process, in the connecting portion of above-mentioned entire panel and adjacent entire panel separate installation entire panel along vertical put down and connect
The entire panel connector cohesive process that fitting is fixed.
Technique effect
According to embodiments of the present invention, easy monoblock frame can be formed without panel pull bar and connecting pin in wall construction
Frame, therefore expenses of labour can be saved and reduce annex quantity to greatest extent, and remove panel pull bar and plaster with that can save
Work, therefore the effect of working time and operating expenses can be saved.And the present invention uses the entire panel for forming monoblock framework
Injection molding is integrally formed, so as to precision construction and can not only can preventing wall construction back wall framework demolishing process
The damaged effect of the wall of middle initiation.
Brief description of the drawings
Fig. 1 is oblique view of the diagram according to the building wall molding plate fixed structure of former technology.
Fig. 2 is the side view for the wall that diagram is completed by the building wall according to former technology with template.
Fig. 3 is oblique view of the diagram according to the wall construction device of the present invention.
Fig. 4 is side view of the diagram according to the wall construction device of the present invention.
Fig. 5 is the oblique view that diagram forms the entire panel according to wall construction device of the present invention.
Fig. 6 is the oblique view that diagram forms the bottom regulating part according to wall construction device of the present invention.
Fig. 7 (a) and Fig. 7 (b) is the implementation that diagram forms the entire panel connector according to wall construction device of the present invention
The figure of example.
Fig. 8 is the figure that diagram forms the panel support according to wall construction device of the present invention.
Fig. 9 is flow chart of the diagram according to the wall construction method of the present invention.
Figure 10 is the flow chart that diagram forms the monoblock framework forming step according to wall construction method of the present invention.
Embodiment
Below, simply implement to make to possess the usual skill of the technical field of the invention, this is explained in detail with reference to the accompanying drawings
The embodiment of invention.But embodiments of the invention can be implemented to be not limited to embodiment described herein by different shape.Whole
In individual specification identical reference has been used for similar component.
Illustrate the structure of the present invention with reference to the accompanying drawings, Fig. 3 is strabismus of the diagram according to the wall construction device of the present invention
Figure, Fig. 4 are side view of the diagram according to the wall construction device of the present invention, and Fig. 5 is that diagram is formed according to wall construction of the present invention
The oblique view of the entire panel of device, Fig. 6 are the strabismus that diagram forms the bottom regulating part according to wall construction device of the present invention
Figure, Fig. 7 (a) and Fig. 7 (b) are the embodiments that diagram forms the entire panel connector according to wall construction device of the present invention
Figure, Fig. 8 are the figures that diagram forms the panel support according to wall construction device of the present invention.
The wall construction device 10 of this case invention is by the monoblock framework 20 that is formed by multiple entire panels 30；Above-mentioned whole
The entire panel connector 40 that the connecting portion of block panel 30 and entire panel 30 is set；It is spaced apart in above-mentioned entire panel 30
Panel support 50；For supporting the grade of support meanss 60 of the above-mentioned outside of monoblock framework 20 to form.
Above-mentioned monoblock framework 20 is to be located at both sides according to the thickness of wall body to be built and formed by multiple entire panels 30.
By multiple entire panels 30, continuous installation forms i.e. above-mentioned monoblock framework 20 in the horizontal direction.
And above-mentioned entire panel 30 is by the inner vertical panel 31 arranged in inner side vertical direction and above-mentioned inner vertical
Panel 31 is spaced in the outside vertical panel 32 of outside vertical direction arrangement, in the inner space 33 of above-mentioned vertical panel 31,32
Separate and horizontal direction arrangement internal reinforcement panel 34, above-mentioned vertical panel 31,32 bottom install lower component 35 and
Into.
I.e. above-mentioned entire panel 30 is empty in the inside of inner side vertical panel 31 and outside vertical panel 32 by injection molding
Between 33 separate and to form internal reinforcement panel 34 after, it is straight in above-mentioned vertical panel 32 and the bottom selective binding of internal vertical panel 34
The lower component 35 that angular shape forms.
Why above-mentioned entire panel 30 is formed by two vertical panels 31,32 with multiple internal reinforcement panels 34 herein,
It is to possess than with the stronger support force of front template and preventing the generation of bending etc..
And in the above-mentioned both sides of entire panel 30 in order to smoothly be combined with adjacent entire panel 30, in side vertical direction
The side vertical panel 36 provided with grafting groove 36a is formed, and is formed and is provided with and grafting groove 36a phases in opposite side vertical direction
Corresponding grafting projection 36b side vertical panel 36.
And the bottom regulating part 37 installed and be used for support tube is fixed and is supported can be separated in above-mentioned lower component 35.
And above-mentioned bottom regulating part 37 by for horizontal connector 37a bolted with lower component 35, by support tube
Be supported together with outside vertical panel 32 supporting projections 37b, for combine height regulating bolt 37b regulating part connect
Part 37c is formed.
I.e. above-mentioned bottom regulating part 37 be horizontal connector 37a with the bolt of lower component 35 with reference to and utilize supporting projections 37b
And height regulating bolt 37d and support tube is supported.
The height regulating bolt 37d installed in above-mentioned regulating part connector 37c is that supporting projections 37b is close into branch herein
What the purposes that stay tube is supported used.
And on the above-mentioned top of entire panel 30 in order to be combined the special-shaped panel that can be installed rectangular shaped and form with flat board 80
70。
I.e. above-mentioned special-shaped panel 70 formed with rectangular shaped so as to the vertical component 72 and the bolt connection of entire panel 30 and
Horizontal component 74 is combined with the bolt of flat board 80.
It is further described, above-mentioned special-shaped panel 70 is formed with rectangular shaped, so as to play entire panel 30 with putting down
The function that plate 80 is fixed and is supported in casting concrete.
Installed in above-mentioned entire panel 30 and the entire panel connector 40 of the connecting portion of entire panel 30, performance will be adjacent
The function that is fixed of entire panel 30.
And above-mentioned entire panel connector 40 has the structure as shown in Fig. 7 (a) and Fig. 7 (b).
The Fig. 7 (a) illustrated first entire panel connector 40, exemplified with the fixed width by possessing and high vertical center web
41 example with being symmetrically formed in the both sides of the above-mentioned inner face of vertical center web 41 and being formed with the pin 42 of the grafting of entire panel 30.
The side of pin 42 that i.e. above-mentioned entire panel connector 40 is mounted in the inner face both sides of vertical center web 41 is incorporated in
Set combined hole 32a on the outside vertical panel 32 of entire panel 30 is formed, and opposite side is then incorporated in and forms adjacent monoblock
On the outside vertical panel 32 of panel 30 in set combined hole 32a.
Now form set combined hole 32a on the outside vertical panel 32 of above-mentioned entire panel 30 and be located at same line and be preferred.
The entire panel connector 40 for the Fig. 7 (b) being illustrated below, exemplified with by the side of entire panel 30 vertically
The example that the stay hook 43 for separating and installing is formed with separating the fixation clasp 44 of installation in above-mentioned 43 opposite side of stay hook.
I.e. above-mentioned entire panel connector 40 is to be arranged along the vertically spaced of entire panel 30 on same line solid
Determine hook 43 and fixation clasp 44 in rotary moving, enter so as to fix clasp 44 on the adjacent fixation hook 43 of entire panel 30
Row it is in rotary moving so as to combine or separate.
The side that the panel support 50 of installation is separated on above-mentioned entire panel 30 is used to support entire panel 30, and another
Side is then supported on ground.
And above-mentioned panel support 50 by possessing the support tube 51 of the hollow shape of determined diameter and length, in above-mentioned branch
The length adjustment rod 52 and the mounting bracket installed in the above-mentioned end of length adjustment rod 52 that the both sides of stay tube 51 are threadedly coupled respectively
53 form.
After i.e. above-mentioned panel support 50 is by the length of regulating rod 52 connected on the above-mentioned support tube 51 of set position adjustments,
Entire panel 30 is supported by above-mentioned mounting bracket 53.
For supporting the support member 60 of the above-mentioned outside of entire panel 30 by the outside vertical and horizontal directions of entire panel 30
The Support bracket 62 for separating installation forms with the support tube 64 installed in the horizontal direction inside above-mentioned Support bracket 62.
In the branch that the outside of entire panel 30 is provided with rectangular shaped on same line and top opens on i.e. above-mentioned support member 60
Bracketing frame 62, inside above-mentioned Support bracket 62 installation possess determined diameter and the support tube 64 of length, so as to support by
The monoblock framework 20 that multiple entire panels 30 form.
Now to prevent above-mentioned support tube 64 from moving, formed and be preferred with quadrangle pipe.
Then another feature of this case invention is that wall construction method includes：Component preparation process S100, monoblock framework shape
Into step S200, monoblock framework fixing step S300, panel support setting steps S400, the hardened conjunction step S500 of shaped face.
Above-mentioned component preparation process S100 is to prepare multiple entire panels 30, entire panel connector 40, panel branch respectively
The step of support member 50 and support member 60.
Multiple entire panels for forming wall construction device 10 are formed respectively in i.e. above-mentioned component preparation process S100
30th, entire panel connector 40, panel support 50 and support member 60.
Above-mentioned monoblock framework forming step S200 is that entire panel 30 is spaced apart by thickness of wall body and forms monoblock frame
The step of frame 20.
And above-mentioned monoblock framework forming step S200 is by by the monoblock face of multiple entire panels 30 grafting in the horizontal direction
Plate insertion process S210 with the connecting portion of above-mentioned entire panel 30 and adjacent entire panel 30 towards vertically spaced and
The entire panel connector cohesive process S220 that installation entire panel connector 40 is fixed is formed.
I.e. above-mentioned monoblock framework forming step S200 enters in the horizontal direction in the state of entire panel 30 is vertical vertical
Row grafting and after continuously installing, in above-mentioned entire panel 30 and the connecting portion of adjacent entire panel 30, pacify towards vertical direction
Fill entire panel connector 40 and form monoblock framework 20.
Above-mentioned monoblock framework fixing step S300 is to form the outside of the entire panel 30 of monoblock framework 20 along Vertical Square
To separating, and horizontal direction installation support tube 40, and the step of fix and support entire panel 30.
The position that i.e. above-mentioned monoblock framework fixing step S300 is installed on the outside vertical panel 32 for forming entire panel 30
In the Support bracket 62 on same line, installation section is the support tube 64 of dimetric hollow shape, and fixed multiple monoblocks
Panel 30.
Above-mentioned panel support setting steps S400 be installation panel support member 50 is separated in the outside of entire panel 30 and
The step of being fixed.
I.e. above-mentioned panel support setting steps S400 is by set position by being incorporated in the length adjustment rod of support tube 51
After 52 adjustment lengths, entire panel 30 is supported by above-mentioned mounting bracket 53.
The above-mentioned hardened conjunction step S500 of shaped face is the step that entire panel 30 and flat board 80 are attached and fixed.
The i.e. above-mentioned hardened conjunction step S500 of shaped face form monoblock framework 20 entire panel 30 top, with reference to right angle
The special-shaped panel 70 of shape and can simply combine flat board 30.
Then the embodiment for illustrating wall construction device as constructed as above and construction method is as follows.
Prepare multiple entire panel connectors 40 first, its by possessing fixed width degree and the vertical connecting tube of height 41 with
The above-mentioned inner face both sides of vertical connecting tube 41 are symmetrically formed and formed with the pin 41 of the grafting of entire panel 30.
And prepare multiple panel supports 50, the support tube of its hollow shape formed by possessing determined diameter and length
51st, the length adjustment rod 52 and installed in the above-mentioned end of length adjustment rod 52 that difference bolt combines in the above-mentioned both sides of support tube 51
Mounting bracket 53 form.
Be then ready for multiple entire panels 30, its by arranged in inner side vertical direction inner vertical panel 31, with it is above-mentioned
Inner vertical panel 31 is spaced in the outside vertical panel 32 of outside vertical direction arrangement, in above-mentioned vertical panel 31,32
Portion space 33 separate arrange in the horizontal direction internal reinforcement panel 34, by arranging and setting in above-mentioned vertical panel 31,32 sides
There is grafting groove 36a side vertical panel 36, arranged in above-mentioned vertical panel 31,32 opposite sides and be provided with grafting projection 36b
Side vertical panel 36 integrally form.
And separate installation bottom regulating part 37, its by above-mentioned vertical panel 31,32 bottoms combine lower component 35 after, with
The bolted horizontal connector 37a of above-mentioned lower component 35, the support for being supported support tube together with outside vertical panel
Projection 37b, the regulating part connector 37c with reference to height regulating bolt 37d are formed.
Then rectangular shaped is installed on the vertical and horizontal same line in the outside of above-mentioned outside vertical panel 32 and top opens
Support bracket 62, then the preparation of wall construction device will terminate.
Then scrutinize as follows by the construction method of wall construction device as constructed as above.
It is first according to thickness of wall body to separate, entire panel 30 is continuously installed in the horizontal direction in both sides and forms monoblock frame
Frame 20.
Now above-mentioned entire panel 30 passes through provided with grafting groove 36a and grafting projection 36b with adjacent entire panel 30
Side vertical panel 36, can accurately be connected to specified location and be fixed.
And form set connecting hole on the outside vertical panel 32 of above-mentioned entire panel 30 and adjacent entire panel 30
The pin of entire panel connector 40 is inserted in 32a respectively and is fixed.
I.e. in the combined hole 32a on the same line of above-mentioned entire panel 30 and adjacent entire panel 30, insert respectively
The pin 42 of entire panel connector 40, so as to which multiple entire panels 30 are integrally formed.
Then panel support 50 is arranged in the entire panel 30 for forming above-mentioned monoblock framework 20 and adjacent monoblock face
After the connecting portion of plate 30, regulation is connected to the length of the length adjustment rod 52 of above-mentioned support tube 51, then passes through above-mentioned fixation
Entire panel 30 is supported by bracket 53.
And install to have in the inside of the Support bracket 62 installed in above-mentioned outside vertical panel 32, on same line and determine
After diameter and the support tube of length 64, the height adjustment bolt 37d of bottom regulating part 37 is adjusted.
Then after combining special-shaped panel 70 on the above-mentioned top of entire panel 30, flat board is combined on above-mentioned special-shaped panel 70
80, then the setting work of wall construction device 10 just terminates.
Specially illustrate herein be above-mentioned wall construction device setting order be possible to and difference described above.
As above the wall construction device of this case invention and construction method can be formed by more without panel pull bar and connecting pin
The monoblock framework that individual entire panel forms, therefore with the effect that can save working time and operating expenses.
Said during above with reference to the wall construction device for illustrating this case invention based on given shape and direction
It is bright, but the present invention can be carried out various deformation and change by different operating person, and these deformations and change should be considered to be encompassed in the present invention
Interest field in.
Claims (5)
- A kind of 1. wall construction device, it is characterised in that including：One monoblock framework, its is arranged apart in both sides, and continuously installation entire panel forms in the horizontal direction；One entire panel connector, in above-mentioned entire panel and the connecting portion of entire panel, vertically separate and pacified Dress；AndOne panel support, its side are connected to outside above-mentioned entire panel, and opposite side is supported on ground,Above-mentioned entire panel includes：Vertical direction is arranged in inner side inner vertical panel, separate with above-mentioned inner vertical panel And outside vertical direction arrangement outside vertical panel and between above-mentioned inner vertical panel and outside vertical panel in Portion space separates and the internal reinforcement panel of horizontal direction arrangement, and under above-mentioned inner vertical panel and outside vertical panel Portion's bottom regulating part arranged apart that can adjust the angle between ground and entire panel, and be equipped with above-mentioned bottom regulating part For the lower component of the multiple entire panels of robust support, and above-mentioned bottom regulating part is utilized with the bolted level of lower component even Fitting, the supporting projections of fixed support tube and the regulating part for combining height regulating bolt connect together with outside vertical panel Fitting and formed, above-mentioned entire panel connector is using possessing the vertical center web in broadband and height, in above-mentioned vertical center web Inner face both sides be symmetrically formed and with form entire panel outside vertical panel grafting pin and formed.
- 2. wall construction device according to claim 1, it is characterised in thatIn the side of above-mentioned vertical panel, form the side vertical panel provided with grafting groove, and formed in opposite side be provided with The side vertical panel of grafting projection corresponding to above-mentioned grafting groove.
- 3. wall construction device according to claim 1, it is characterised in thatAbove-mentioned entire panel top in order to flat board with reference to and equipped with rectangular shaped special-shaped panel.
- 4. wall construction device according to claim 1, it is characterised in thatAbove-mentioned entire panel connector is utilized in fixation hook of the side of entire panel along vertically spaced installation, upper The opposite side of fixed hook is stated to separate the fixation clasp of installation and formed.
- 5. wall construction device according to claim 1, it is characterised in thatSupport member is housed in order to support monoblock framework outside above-mentioned entire panel, above-mentioned support member is utilized in entire panel Support bracket that outside separates along vertical and horizontal directions, the installation of above-mentioned Support bracket inner horizontal direction support tube and Formed.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR10-2015-0086892 | 2015-06-18 | ||
| KR1020150086892A KR101616867B1 (en) | 2015-06-18 | 2015-06-18 | Wall construction methods and construction equipment |
| PCT/KR2016/006456 WO2016204558A1 (en) | 2015-06-18 | 2016-06-17 | Apparatus for constructing wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107750295A true CN107750295A (en) | 2018-03-02 |
| CN107750295B CN107750295B (en) | 2019-10-11 |
Family
ID=55915982
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201680035362.1A Expired - Fee Related CN107750295B (en) | 2015-06-18 | 2016-06-17 | Wall construction device |
Country Status (3)
| Country | Link |
|---|---|
| KR (1) | KR101616867B1 (en) |
| CN (1) | CN107750295B (en) |
| WO (1) | WO2016204558A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403622A (en) * | 2018-10-29 | 2019-03-01 | 高渭泉 | A kind of track hangs modular system and its construction method from hoisting type suspension levelling |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101823976B1 (en) * | 2017-03-28 | 2018-01-31 | 유대식 | Form block assembly |
| WO2018143534A1 (en) * | 2017-01-31 | 2018-08-09 | 유대식 | Mold assembly |
| CN111535577A (en) * | 2020-04-30 | 2020-08-14 | 成都魔筑科技有限公司 | Cast-in-place light concrete fast-assembling standard formwork system of metal joist wall structure |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1162235A (en) * | 1965-11-23 | 1969-08-20 | Gell Stalformar Ab | Improvements in or relating to Formwork for Casting Walls |
| US3760542A (en) * | 1970-10-24 | 1973-09-25 | E Haeussler | Device for mounting wall plates |
| KR20000059066A (en) * | 2000-07-12 | 2000-10-05 | 박정선 | Horizontality and height controlling device of mould |
| WO2003052217A1 (en) * | 2001-12-14 | 2003-06-26 | Fukuvi Chemical Industry Co., Ltd. | Spacer for connecting concrete forms and concrete form connecting structure using the spacer |
| KR20090003182U (en) * | 2007-10-01 | 2009-04-06 | 이승준 | The support of a mold |
| CN201221197Y (en) * | 2008-05-30 | 2009-04-15 | 北京中建柏利工程技术发展有限公司 | Cold bending section bar type formwork system |
| KR200445213Y1 (en) * | 2008-08-13 | 2009-07-07 | 이천우 | Support for mold |
| CN101517178A (en) * | 2006-08-18 | 2009-08-26 | Sire墙体有限公司 | Template and method for constructing concrete wall |
| KR20130046673A (en) * | 2011-10-28 | 2013-05-08 | (주)하나기업 | Panel for sound insulation fence |
| CN104264984A (en) * | 2014-10-15 | 2015-01-07 | 济南黄河路桥工程公司 | Formwork for concrete structure pouring and pouring construction method |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003253879A (en) * | 2002-03-01 | 2003-09-10 | Fukuvi Chem Ind Co Ltd | Spacer for connecting concrete form, concrete form, and concrete form connecting structure |
| KR200277910Y1 (en) | 2002-03-18 | 2002-06-20 | 김용일 | Assembly Structure of Euro Form for Working Wall Concrete |
| KR20040079752A (en) | 2003-03-10 | 2004-09-16 | 주식회사 하이닉스반도체 | Photo mask for use in manufacturing semiconductor device |
| KR100806221B1 (en) * | 2006-09-22 | 2008-02-22 | 김영화 | Panel form and concrete form assembly using the same |
| KR101111651B1 (en) * | 2009-12-24 | 2012-02-14 | 정옥순 | Unit adjustment interval and position for aluminum form |
-
2015
- 2015-06-18 KR KR1020150086892A patent/KR101616867B1/en active IP Right Grant
-
2016
- 2016-06-17 WO PCT/KR2016/006456 patent/WO2016204558A1/en active Application Filing
- 2016-06-17 CN CN201680035362.1A patent/CN107750295B/en not_active Expired - Fee Related
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1162235A (en) * | 1965-11-23 | 1969-08-20 | Gell Stalformar Ab | Improvements in or relating to Formwork for Casting Walls |
| US3760542A (en) * | 1970-10-24 | 1973-09-25 | E Haeussler | Device for mounting wall plates |
| KR20000059066A (en) * | 2000-07-12 | 2000-10-05 | 박정선 | Horizontality and height controlling device of mould |
| WO2003052217A1 (en) * | 2001-12-14 | 2003-06-26 | Fukuvi Chemical Industry Co., Ltd. | Spacer for connecting concrete forms and concrete form connecting structure using the spacer |
| CN101517178A (en) * | 2006-08-18 | 2009-08-26 | Sire墙体有限公司 | Template and method for constructing concrete wall |
| KR20090003182U (en) * | 2007-10-01 | 2009-04-06 | 이승준 | The support of a mold |
| CN201221197Y (en) * | 2008-05-30 | 2009-04-15 | 北京中建柏利工程技术发展有限公司 | Cold bending section bar type formwork system |
| KR200445213Y1 (en) * | 2008-08-13 | 2009-07-07 | 이천우 | Support for mold |
| KR20130046673A (en) * | 2011-10-28 | 2013-05-08 | (주)하나기업 | Panel for sound insulation fence |
| CN104264984A (en) * | 2014-10-15 | 2015-01-07 | 济南黄河路桥工程公司 | Formwork for concrete structure pouring and pouring construction method |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403622A (en) * | 2018-10-29 | 2019-03-01 | 高渭泉 | A kind of track hangs modular system and its construction method from hoisting type suspension levelling |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107750295B (en) | 2019-10-11 |
| KR101616867B1 (en) | 2016-04-29 |
| WO2016204558A1 (en) | 2016-12-22 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107750295A (en) | wall construction device | |
| CN111206698B (en) | Construction method of assembled wallboard | |
| CN207088134U (en) | Distribution upper box part concrete lintel prefabricated mould | |
| CN106223516B (en) | ALC steam-pressing aero-concrete batten tilts curtain wall structure and construction method | |
| CN103161241A (en) | Filling-hole non-mortar reinforcement building block brickwork shear wall and construction method thereof | |
| CN107201792A (en) | High-rise assembled single row of holes precast shear wall and its assembling structure and construction method | |
| CN107254933A (en) | The high-rise single through hole precast shear wall of assembled and its assembling structure and construction method | |
| KR20070092460A (en) | System form and construction method using the same | |
| CN108951611A (en) | Canal formula cuts assembled underground continuous wall and construction method | |
| CN207003723U (en) | High-rise assembled single row of holes precast shear wall and its assembling structure | |
| CA2814137A1 (en) | Assemblable disposable shuttering for constructing modular formworks for making concrete foundations | |
| CN110469109A (en) | A kind of building template location and installation auxiliary device | |
| CN104594533B (en) | Adjustable masonry filler wall and frame column flexible connecting structure | |
| CN106884664B (en) | Tunnel inverted arch template and tunnel inverted arch filling rapid construction method | |
| KR200436819Y1 (en) | System form for constructing beam | |
| CN105040823A (en) | Partition plate and floor beam connecting structure for scissors staircase and construction method of partition plate and floor beam connecting structure | |
| CN204753834U (en) | Partition plate of scissors stair and connection structure of floor roof beam | |
| CN110056091A (en) | A kind of steel bar template integrated wall and coupling beam splicing connecting structure and installation method | |
| CN104234258B (en) | Building block and reinforced concrete sandwich body of wall and construction method | |
| CN207003803U (en) | The single through hole precast shear wall of high-rise assembled and its assembling structure | |
| CN217379518U (en) | Constructional column and horizontal tie beam formwork-free construction component | |
| CN109778909A (en) | A kind of sinking construction method and its constructing device for basement | |
| CN205557839U (en) | Brickwork infilled wall and main body frame's flexible connection mean | |
| CN113006133B (en) | Construction method of middle plate hole suitable for assembly type station | |
| CN213806127U (en) | Formwork-supporting-free constructional column structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191011 |