CN206571156U - Detached column formwork erection and concrete placing installation - Google Patents
Detached column formwork erection and concrete placing installation Download PDFInfo
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- CN206571156U CN206571156U CN201720083135.8U CN201720083135U CN206571156U CN 206571156 U CN206571156 U CN 206571156U CN 201720083135 U CN201720083135 U CN 201720083135U CN 206571156 U CN206571156 U CN 206571156U
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Abstract
The utility model provides a kind of detached column formwork erection and concrete placing installation, belongs to construction equipment field, including base layer template component, support component, fastening assembly and upper former component.Base layer template component includes four base layer template main bodys, and four base layer template main body head and the tail connect and surround base layer space region to be poured.Each base layer template main body includes pouring plate and two connecting plates.The plate face of two connecting plates of adjacent base layer template main body fits.Fastening assembly includes bolt, and two connecting plates bonded to each other are spirally connected by bolt.Support component is located in base layer space region, and is connected with base layer template component.Upper former component is arranged in support component, and upper former component surrounds the upper strata area of space being connected with base layer space region.The detached column formwork erection is simple and quick when building, and the structure between main template body is more solid and reliable.
Description
Technical field
The utility model is related to construction equipment field, in particular to a kind of detached column formwork erection and mixed
Solidifying soil placing installation.
Background technology
Building template is a kind of temporary supporting structure, is made by design requirement, makes concrete structure, component by defined
Position, physical dimension shaping, keep its correct position, and bear building template deadweight and act on external loads thereon.Enter
The purpose of row form work engineering, is to ensure concrete engineering quality and construction safety, accelerating construction progress and reduction engineering cost.
Building template is the formwork and support of concreting shaping, can be divided into building template, building by the property of material
Wood glue plate, film coated plate, multi-layer sheet, two-sided re-glue, two-sided laminated construction formwork etc..Building template can be divided into by construction technology condition
Cast in place concrete form, pre-assembled template, large form, rise to template etc..Combined steel template, is in modern mould plate technique, to have
Have the advantages that highly versatile, be convenient to mount and dismount, the new type formwork of one kind that the number of turnover is more " with steel generation wood ", carry out cast-in-place steel with it
Tendon concrete structure is constructed, and design requirement spelling Cheng Liang, post, wall, the large-scale template of floor can be pressed in advance, and integral hoisting is in place,
Also method can be torn open using in bulk dissipate.Aluminum alloy pattern plate, the New Type Architecture Mode that aluminium alloy makes, the green construction that building trade is newly risen
Template, with spies such as simple to operate, construction is fast, return height, environmental protection and energy saving, access times are more, concreting effect is good, recyclable
Point, is used by each building constructor.
Inventor has found under study for action, is at least had the disadvantage that in traditional detached column base layer template build process：
When traditional detached column base layer template is built, the height of main template body is relatively low, fixed inconvenience；When fixed, it is necessary to
Main template body periphery installs substantial amounts of reinforced frame, both waste of materials, and because space is limited, and reinforced frame sets up inconvenience, waste
Manpower and materials, are difficult to remove after the completion of pouring.
Utility model content
The purpose of this utility model is to provide a kind of detached column formwork erection, with improve before traditional detached column is poured by
In small, the problem of template building structure is not firm enough of building space of template.
The purpose of this utility model is to provide a kind of concrete placing installation, with improve before traditional detached column is poured by
In small, the problem of template building structure is not firm enough of building space of template.
What embodiment of the present utility model was realized in：
Based on above-mentioned first purpose, the utility model is installed there is provided a kind of independent master module, including base layer template component,
Support component, fastening assembly and upper former component, wherein：
The base layer template component includes four base layer template main bodys, and four base layer template main body head and the tail are connected and enclosed
Into base layer space region to be poured, each base layer template main body includes pouring plate and two connecting plates, each described
The plate face of connecting plate is obliquely installed with the plate face for pouring plate, and two connecting plates are located at the length direction for pouring plate
Both sides and be symmetrical arranged, the plate face of two connecting plates of the adjacent base layer template main body fits, the fastening
Component includes bolt, and two connecting plates bonded to each other are spirally connected by the bolt；The support component is located at the base
In sheaf space region, and it is connected with the base layer template component, the upper former component is arranged in the support component, institute
State upper former component and surround the upper strata area of space being connected with the base layer space region.
In the utility model preferred embodiment, multiple through holes are provided with the connecting plate, each through hole edge
Plate face perpendicular to the connecting plate runs through the connecting plate.
In the utility model preferred embodiment, the same base layer template main body one described in the plate face of connecting plate set
The first concaveconvex structure is equipped with, the plate face of another connecting plate is provided with the second concaveconvex structure, first concaveconvex structure and institute
State the cooperation of the second concaveconvex structure.
In the utility model preferred embodiment, first concaveconvex structure is set to a plurality of groove, and described second is recessed
Male structure is set to a plurality of projection, and a plurality of raised correspond is connected in a plurality of groove.
In the utility model preferred embodiment, the groove is set to dovetail groove.
In the utility model preferred embodiment, the groove is set to T-slot.
In the utility model preferred embodiment, the detached column formwork erection also includes elastic plate, bonded to each other
The elastic plate is provided between two connecting plates.
In the utility model preferred embodiment, the plate face of the connecting plate is provided with mounting groove, bonded to each other two
Two mounting grooves on the individual connecting plate constitute the cavity for accommodating the elastic plate, and the elastic plate is located at the cavity
It is interior.
In the utility model preferred embodiment, the support component is set to reinforced frame, and the reinforced frame is screwed onto
Described to pour on plate, the upper former component is arranged on the reinforced frame.
Based on above-mentioned second purpose, the utility model provides a kind of concrete placing installation, including described detached column
Formwork erection.
The beneficial effect of the utility model embodiment is：
In summary, the utility model embodiment provides a kind of detached column formwork erection, and its is simple and reasonable, is easy to
Manufacture processing, manufactures low with production cost, meanwhile, the detached column formwork erection is simple and quick when building, main template body
Between structure it is more solid and reliable, can reasonably utilize limited space, improve the fastness of formwork erection, improve and pour
The quality built.Specifically：
The detached column formwork erection that the utility model embodiment is provided, includes base layer template component and upper former group
Part, after the completion of pouring, forms stair-stepping independent column foundation structure, is easy to pouring for follow-up detached column.Base layer template component
Include four base layer template main bodys, four base layer template main body head and the tail are sequentially connected and define area of space to be poured,
In actual build process, two neighboring base layer template main body is fixed by fastening assembly, and the fixation of fastening assembly plays preliminary fixed
Position and the effect reinforced, ensure that the position of base layer template main body is difficult to change, later use scaffold, split bolt etc. are solid
Regularly, operation more facilitates.Each base layer template main body, which includes, pours plate and positioned at the both sides for the length direction for pouring plate
Connecting plate, when base layer template main body is spliced, the plate face of two adjacent connecting plates is fitted, and is then consolidated using fastening assembly
Fixed, fastening assembly is bolt, and fastening means is simple and reliable, convenient disassembly, after fastening bolt fixes two connecting plates, is completed
The positioning of two base layer template main bodys, after four base layer template main bodys are all fastened by fastening assembly, whole base layer template component
Preliminary installation is completed, Stability Analysis of Structures is reliable, is that follow-up fixation is got ready.And before constructing at the scene, each base layer template
Main body is single part, is readily transported and deposits.After base layer template component installation, upper strata template assembly is being installed, in base
Support component is installed in layer template assembly, upper former component is arranged in support component, it is easy installation and reliable.
The concrete placing installation that the present embodiment is provided, including above-mentioned detached column formwork erection, with above-mentioned detached column
All advantages of formwork erection.
Brief description of the drawings
In order to illustrate more clearly of the technical scheme of the utility model embodiment, it will use below required in embodiment
Accompanying drawing be briefly described, it will be appreciated that the following drawings illustrate only some embodiments of the present utility model, therefore should not be by
Regard the restriction to scope as, for those of ordinary skill in the art, on the premise of not paying creative work, may be used also
To obtain other related accompanying drawings according to these accompanying drawings.
Fig. 1 is the structure chart of the detached column formwork erection of the utility model embodiment；
Fig. 2 is the side view of the detached column formwork erection of the utility model embodiment；
Fig. 3 is the base layer template main body and the attachment structure of elastic plate of the detached column formwork erection of the utility model embodiment
Figure；
Fig. 4 is the structure chart of the first connecting plate of the detached column formwork erection of the utility model embodiment；
Fig. 5 is the structure chart of the second connecting plate of the detached column formwork erection of the utility model embodiment.
Icon：100- base layer template components；110- base layer template main bodys；111- pours plate；112- connecting plates；
113- through holes；114- mounting grooves；The concaveconvex structures of 115- first；The concaveconvex structures of 116- second；120- base layer spaces region；
200- support components；300- elastic plates；400- fastening assemblies；500- upper former components；510- upper stratas area of space.
Embodiment
When traditional detached column base layer template is built, the height of main template body is relatively low, fixed inconvenience；When fixed, it is necessary to
Main template body periphery installs substantial amounts of reinforced frame, both waste of materials, and because space is limited, and reinforced frame sets up inconvenience, waste
Manpower and materials, are difficult to remove after the completion of pouring.
In consideration of it, the utility model designer devises a kind of detached column formwork erection and concrete placing installation, lead to
Cross and be improved base layer template component so that before template is built, the multiple template main body of base layer template component is carried out just
Step is fixed and positions, and building for whole base layer template component is more convenient, improves the efficiency built, improve construct into
Degree.
It is new below in conjunction with this practicality to make the purpose, technical scheme and advantage of the utility model embodiment clearer
Accompanying drawing in type embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that retouched
The embodiment stated is a part of embodiment of the utility model, rather than whole embodiments.Generally here described in accompanying drawing and
The component of the utility model embodiment shown can be arranged and designed with a variety of configurations.
Therefore, the detailed description of embodiment of the present utility model below to providing in the accompanying drawings is not intended to limit requirement
The scope of the present utility model of protection, but it is merely representative of selected embodiment of the present utility model.Based in the utility model
Embodiment, the every other embodiment that those of ordinary skill in the art are obtained under the premise of creative work is not made, all
Belong to the scope of the utility model protection.
It should be noted that：Similar label and letter represents similar terms in following accompanying drawing, therefore, once a certain Xiang Yi
It is defined in individual accompanying drawing, then it further need not be defined and explained in subsequent accompanying drawing.
, it is necessary to explanation, the orientation of the instruction such as term " on ", " under ", " interior ", " outer " in description of the present utility model
Or position relationship is that, based on orientation shown in the drawings or position relationship, or the utility model product is usually put when using
Orientation or position relationship, are for only for ease of description the utility model and simplify description, rather than indicate or imply signified dress
Put or element there must be specific orientation, with specific azimuth configuration and operation, therefore it is not intended that to the utility model
Limitation.In addition, term " first ", " second ", " the 3rd " etc. are only used for distinguishing description, and it is not intended that indicating or implying phase
To importance.
In description of the present utility model, in addition it is also necessary to which explanation, unless otherwise clearly defined and limited, term " are set
Put ", " installation ", " connected ", " connection " should be interpreted broadly, for example, it may be fixedly connected or be detachably connected,
Or be integrally connected；Can be mechanical connection or electrical connection；Can be joined directly together, intermediary can also be passed through
It is indirectly connected to, can is the connection of two element internals.For the ordinary skill in the art, it can be managed with concrete condition
Solve concrete meaning of the above-mentioned term in the utility model.
It should be noted that in the case where not conflicting, the feature in embodiment and embodiment in the utility model can
To be mutually combined.
Detached column formwork erection embodiment
Fig. 1 and Fig. 2 are referred to, a kind of detached column formwork erection is present embodiments provided, for detached column and its basis
Pour, by improving the structure of main template body, and then shorten the time spent when main template body is set up, main template body is set up
Structure it is more firm, improve the efficiency that pours, improve the quality poured.
Detached column formwork erection include base layer template component 100, support component 200, fastening assembly 400, elastic plate 300 with
And upper former component 500, base layer template component 100 and upper former component 500 are in overlap mode setting, base layer template up and down
Component 100 is located at the lower section of upper former component 500, after the completion of pouring, forms stair-stepping concrete foundation, base layer template
The area of component is more than the area of upper former component 500.During installation, base layer template component passes through fastening assembly 400 and elasticity
Plate 300 is positioned and fixed, and upper former component 500 is positioned by support component 200 with base layer template component, is improved
The quality poured.
Referring to Fig. 1, base layer template component includes four base layer template main bodys 110, four head and the tail of base layer template main body 110
Connect and surround base layer space region 120 to be poured, each base layer template main body includes pouring plate 111 and two connecting plates
112, the plate face of each connecting plate 112 is obliquely installed with pouring the plate face of plate 111, and two connecting plates 112, which are located at, pours plate 111
The both sides of length direction and it is symmetrical arranged, the plate face of two connecting plates 112 of adjacent base layer template main body 110 fits.Four
Individual base layer template main body 110 defines the base layer space region 120 to be poured of cuboid, after the completion of pouring, forms length
The concrete foundation of cube shape, tactical rule, the space of occupancy is small, and the utilization rate in space reaches.Each base layer template main body 110 has
Have it is rectangular-shaped pour plate 111 and rectangular-shaped connecting plate 112, base layer template main body 110 is simple in construction, convenient processing and manufacture,
Easy for installation, connecting plate 112 is obliquely installed with pouring plate 111, and connecting plate 112 and the angle for pouring plate 111 are 135 degree, are installed
When, adjacent base layer template main body 110 is installed by corresponding connecting plate 112, easier for installation, and cooperation more steps up
It is close.Pour plate 111 and two connecting plates 112 are preferred to use to be integrally formed and are processed into, overall structure is solid and reliable, reduces solid
Determine structure, shorten process time, save cost, and be integrally formed the base layer template main body 110 being made, size is more accurate
Really, mismachining tolerance is small, improves the precision of installation.Multiple through holes 113, each through hole 113 are provided with each connecting plate 112
Run through connecting plate 112 along the plate face perpendicular to connecting plate 112, multiple through holes 113 are evenly spaced on connecting plate 112, fixed effect
It is really good.
Fig. 3-Fig. 5 is referred to, further, two connecting plates 112 of same base layer template main body 110 are respectively set as
First connecting plate 112 and the second connecting plate 112, are provided with the first concaveconvex structure 115 in the plate face of the first connecting plate 112,
The second concaveconvex structure 116 is provided with the plate face of second connecting plate 112, the first concaveconvex structure 115 and the second concaveconvex structure 116 block
Cooperation is connect, when two neighboring base layer template main body is installed, the corresponding connecting plate 112 of first connecting plate 112 and second cooperates,
By the first concaveconvex structure 115 and the clamping of the second concaveconvex structure 116, preliminary fixation is realized, is easy to follow-up fastening.In reality
During processing, the shape of the first concaveconvex structure 115 and the second concaveconvex structure 116 is set on demand, could be arranged to the recessed of mutual cooperation
Groove and projection, i.e. the first concaveconvex structure 115 are set to a plurality of groove, and the second concaveconvex structure 116 is set to a plurality of projection, and every convex
Play correspondence to be connected in every groove, it is clear that the second concaveconvex structure 116 is groove, and the first concaveconvex structure 115 is also for projection can
With.Further, groove could be arranged to dovetail groove or T-slot etc., and corresponding projection is set to and dovetail groove and T-slot
Relative to structure, more solid and reliable after the first concaveconvex structure 115 and the clamping of the second concaveconvex structure 116, position is difficult to change,
It is subsequent fixed more convenient and reliable.
Further, mounting groove 114 is provided with the plate face of each connecting plate 112, mounting groove 114 is located at what is be connected
The side where plate 111 is poured of two connecting plates 112, after the connecting plate 112 of two interconnections is fitted, two installations
Groove 114, which is fastened, sets elastic plate 300, when being installed, two connecting plates in the cavity for being formed and accommodating elastic plate 300, cavity
112 is close to each other, extrudes elastic plate 300, and elastic plate 300 is deformed upon with the power for recovering deformation, acts on two connecting plates
On 112, two connecting plates 112 connect more firm.Meanwhile, after elastic plate 300 is deformed upon, between two connecting plates 112
Gap is small, is difficult spillage.Elastic plate 300 can be made of elastomeric material, save manufacturing cost.When processing through hole 113, peace
The bottom land of tankage 114 can set through hole 113, and fixation is more solid and reliable.
Fastening assembly 400 includes bolt, and two connecting plates 112 bonded to each other are spirally connected by bolt, during installation, two companies
After fishplate bar 112 is fitted, the insertion bolt in corresponding through hole 113, each through hole 113 is passed through for a bolt, fixed form letter
It is single reliable, it is easy for removal and installation.Obviously, after the completion of base layer template component 100 is fixed, then it is overall by the progress of reinforcing bar fixed mount
Positioning, it is ensured that the position of base layer template component 100 will not be changed when pouring, and base layer template group is realized using reinforcing bar fixed mount
Part 100 be fixed as in prior art, the present embodiment without describe in detail.During installation bolt, preferably set in bolt outer peripheral face
Waterproof glue line is put, increases the service life of bolt.
Support component 200 is located in base layer space region 120, and is connected with base layer template component 100, support component 200
It is preferred to use reinforced frame, it is simple in construction, it is easy to processing, reinforced frame is screwed onto in base layer template main body 110, is easy to follow-up tear open
Unload.Upper former component 500 is arranged on reinforced frame, and upper former component 500 has what is be connected with base layer space region 120
Upper strata area of space 510, when pouring, concrete first fills up base layer space region 120, and upper strata area of space 510 is then filled up again,
Complete pouring for independent column foundation.Upper former component 500 includes polylith upper former main body, polylith upper former main body head and the tail
Connection defines upper strata area of space 510 to be poured, and is preferably arranged to, upper former main body is provided with four pieces, upper sheaf space
Region 510 is in cuboid.
Concrete placing installation embodiment
A kind of concrete placing installation, including the detached column formwork erection that above-described embodiment is provided are present embodiments provided,
The engineering time is shortened, the quality of construction is improved.
Preferred embodiment of the present utility model is the foregoing is only, the utility model is not limited to, for this
For the technical staff in field, the utility model can have various modifications and variations.It is all it is of the present utility model spirit and principle
Within, any modification, equivalent substitution and improvements made etc. should be included within protection domain of the present utility model.
Claims (10)
1. a kind of detached column formwork erection, it is characterised in that including base layer template component, support component, fastening assembly and on
Layer template assembly, wherein：
The base layer template component includes four base layer template main bodys, and four base layer template main body head and the tail are connected and surrounded and treat
The base layer space region poured, each base layer template main body includes pouring plate and two connecting plates, each connection
The plate face of plate is obliquely installed with the plate face for pouring plate, and two connecting plates are located at the two of the length direction for pouring plate
Side and it is symmetrical arranged, the plate face of two connecting plates of the adjacent base layer template main body fits, the fastening assembly
Including bolt, two connecting plates bonded to each other are spirally connected by the bolt；It is empty that the support component is located at the basic unit
Between in region, and be connected with the base layer template component, the upper former component is arranged in the support component, it is described on
Layer template assembly surrounds the upper strata area of space being connected with the base layer space region.
2. detached column formwork erection according to claim 1, it is characterised in that be provided with the connecting plate multiple logical
Hole, each through hole runs through the connecting plate along the plate face perpendicular to the connecting plate.
3. detached column formwork erection according to claim 1 a, it is characterised in that institute of the same base layer template main body
The plate face for stating connecting plate is provided with the first concaveconvex structure, and the plate face of another connecting plate is provided with the second concaveconvex structure, described
First concaveconvex structure and second concaveconvex structure coordinate.
4. detached column formwork erection according to claim 3, it is characterised in that first concaveconvex structure is set to a plurality of
Groove, second concaveconvex structure is set to a plurality of projection, and a plurality of raised correspond is connected in a plurality of groove.
5. detached column formwork erection according to claim 4, it is characterised in that the groove is set to dovetail groove.
6. detached column formwork erection according to claim 4, it is characterised in that the groove is set to T-slot.
7. the detached column formwork erection according to claim any one of 1-6, it is characterised in that the independent column template branch
If also including being provided with the elastic plate between elastic plate, two connecting plates bonded to each other.
8. detached column formwork erection according to claim 7, it is characterised in that the plate face of the connecting plate is provided with installation
Two mounting grooves on groove, two connecting plates bonded to each other constitute the cavity for accommodating the elastic plate, the bullet
Property plate be located at the cavity in.
9. detached column formwork erection according to claim 1, it is characterised in that the support component is set to reinforced frame,
The reinforced frame is poured on plate described in being screwed onto, and the upper former component is arranged on the reinforced frame.
10. a kind of concrete placing installation, it is characterised in that including the detached column mould according to claim any one of 1-9
Plate is installed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720083135.8U CN206571156U (en) | 2017-01-20 | 2017-01-20 | Detached column formwork erection and concrete placing installation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720083135.8U CN206571156U (en) | 2017-01-20 | 2017-01-20 | Detached column formwork erection and concrete placing installation |
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| Publication Number | Publication Date |
|---|---|
| CN206571156U true CN206571156U (en) | 2017-10-20 |
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ID=60060568
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| Application Number | Title | Priority Date | Filing Date |
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| CN201720083135.8U Active CN206571156U (en) | 2017-01-20 | 2017-01-20 | Detached column formwork erection and concrete placing installation |
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| Country | Link |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112388806A (en) * | 2020-11-09 | 2021-02-23 | 深圳市罗湖建筑安装工程有限公司 | Precast column formwork structure and construction method thereof |
| CN113431321A (en) * | 2021-07-06 | 2021-09-24 | 浙江大东吴建筑科技有限公司 | Post-cast strip forming vertical mold for inter-column connection and construction and use method thereof |
-
2017
- 2017-01-20 CN CN201720083135.8U patent/CN206571156U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112388806A (en) * | 2020-11-09 | 2021-02-23 | 深圳市罗湖建筑安装工程有限公司 | Precast column formwork structure and construction method thereof |
| CN113431321A (en) * | 2021-07-06 | 2021-09-24 | 浙江大东吴建筑科技有限公司 | Post-cast strip forming vertical mold for inter-column connection and construction and use method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20181031 Address after: 563000 space and sunshine Tianrun building, Dalian Road, Huichuan District, Zunyi, Guizhou Patentee after: Guizhou Aerospace Construction Engineering Co., Ltd. Address before: 100071 No. 83 South Road, West Fourth Ring Road, Fengtai District, Beijing. Patentee before: China Aerospace Construction Group Co., Ltd. |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20220110 Address after: 100080 No. 83, South West Fourth Ring Road, Fengtai District, Beijing Patentee after: China Aerospace Construction Group Co.,Ltd. Address before: 563000 space and sunshine Tianrun building, Dalian Road, Huichuan District, Zunyi, Guizhou Patentee before: GUIZHOU AEROSPACE CONSTRUCTION ENGINEERING Co.,Ltd. |
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| TR01 | Transfer of patent right |