CN208578325U - A cast-in-place concrete column formwork - Google Patents
A cast-in-place concrete column formwork Download PDFInfo
- Publication number
- CN208578325U CN208578325U CN201820579056.0U CN201820579056U CN208578325U CN 208578325 U CN208578325 U CN 208578325U CN 201820579056 U CN201820579056 U CN 201820579056U CN 208578325 U CN208578325 U CN 208578325U
- Authority
- CN
- China
- Prior art keywords
- arc
- concrete column
- cast
- place concrete
- moulding board
- 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.)
- Expired - Fee Related
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 19
- 238000007789 sealing Methods 0.000 claims description 8
- 230000002787 reinforcement Effects 0.000 claims 5
- 230000000149 penetrating effect Effects 0.000 claims 1
- 238000000465 moulding Methods 0.000 abstract description 36
- 229910000831 Steel Inorganic materials 0.000 abstract description 5
- 238000010276 construction Methods 0.000 abstract description 5
- 239000010959 steel Substances 0.000 abstract description 5
- 239000003351 stiffener Substances 0.000 description 9
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 5
- 238000000034 method Methods 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a kind of cast-in-place concrete column templates, it includes at least three inner arc radians Arc moulding board piece compatible with the circular arc radian of round concrete column that needs pour is respectively arranged with the sealed connection system being mutually adapted at the longitudinal edge of every Arc moulding board piece；It is sealed along longitudinal direction between adjacent two pieces Arc moulding board by sealed connection system.The utility model is not spliced by the rectangle steel plate of fritter since formwork structure is formed by connecting by the Arc moulding board piece, so that structure be made to become simpler, splicing is convenient, easily operated, can repeatedly be utilized, site operation, and easy for construction.
Description
Technical field
The utility model relates to a kind of formwork structures to be used for circular building more particularly, to a kind of cast-in-place concrete column template
Shape concrete column.
Background technique
Round concrete column is applied in some high-rise or heavy constructions more, is that the basic support in modern architecture is single
Member.In existing technology, there are mainly two types of cast-in-situ templates: one is the lesser rectangular bar of steel templates of area, pass through fastener one
That saves is assembled in the feed bin of concrete column, since each piece of steel form is equivalent to a bit of of the round concrete column
Chord length, so that keeping the feed bin cross section of the circular configuration practical is similar round, i.e., there are many chord lengths of segment to constitute, and
The template of this structure can not be fully sealed between splicing seams since splicing seams are more, mortar is caused to sew, and influence matter of constructing
Amount.Meanwhile it needing to be further processed the concrete cylindrical that could become truly, complex process after the completion of pouring.It is another
It is the template done according to the actual size of concrete cylindrical, which can only be with once, and the cost is relatively high.Existing plank sheathing
Recyclable number is less, and building cost is high, not economical and practical；Though existing steel form is Ke Xunhuanliyong, disassembly is more numb
It is tired, it is time-consuming and laborious.
Utility model content
The purpose of the utility model is to provide a kind of cast-in-place concrete column templates, it is the template knot of round concrete column
Structure, formwork structure simple structure, modeling cost is relatively low, effectively can prevent mortar from leaking in casting process.
In order to solve the problems existing in the prior art, the technical solution adopted in the utility model is:
A kind of cast-in-place concrete column template, including at least the circle of three inner arc radians and the round concrete column for needing to pour
The compatible Arc moulding board piece of arc radian is respectively arranged with the sealing being mutually adapted on the edge of every Arc moulding board piece and connects
Welding system；It is sealed along longitudinal direction between adjacent two pieces Arc moulding board by sealed connection system.
The bolt slot for running through Arc moulding board piece there are two setting on arc formwork junction top, in Arc moulding board piece
Bottom, which is equipped with, is equipped with bolt hole with the longitudinal rectangular outside pedestal of template, the pedestal.
Including anchor ear stiffener assembly, the anchor ear stiffener assembly hoop connects to be connected as one by sealed connection system
On the outside of Arc moulding board piece.
The anchor ear stiffener assembly is more than one piece, and the spacing between adjacent anchor ear stiffener assembly is less than 400mm.
The periphery of the anchor ear stiffener assembly is evenly equipped at least three supporting members extended longitudinally.
The sealed connection system includes the boss and groove being separately positioned on the edge of Arc moulding board piece, described
Boss be adapted with the groove, Arc moulding board piece is formed by the boss and the groove removably to be connected
It is connected in affiliated formwork structure, passes through the boss and the groove between Arc moulding board piece described in adjacent two pieces
It seals along longitudinal direction.
Advantage possessed by the utility model is with beneficial effect:
A kind of cast-in-place concrete column template of the utility model sets the formwork structure to include at least three inner arcs
Radian Arc moulding board structure compatible with the circular arc radian of round concrete column that pours is needed, and described in each
Compatible sealed connection system is respectively set on two longitudinal edges of Arc moulding board piece, then makes each part circular arc
Shape template is removably connected as the formwork structure by the sealed connection system, to make described in adjacent two pieces
It is sealed along longitudinal direction between Arc moulding board by the sealed connection system.Circular mode plate described in each is equal as a result,
With inner arc radian compatible with the circular arc radian of round concrete column that pours is needed, to make round concrete column can be with
One-step shaping not only reduces process, but also saved cost without being further processed.Simultaneously as described in adjacent two pieces
Arc moulding board piece pass through the sealed connection system connection and sealing that are mutually adapted, to prevent mortar in casting process
Leakage, further saves construction cost.The arch screw bolt perpendicular to template longitudinal direction is equipped with due to the bottom of the Arc moulding board
Platform strengthens the fixation of Arc moulding board.The formwork structure is formed by connecting by the Arc moulding board piece, not
It is spliced by the rectangle steel plate of fritter, so that structure be made to become simpler, splicing is convenient, it is easily operated, it can be multiple
It utilizes, site operation is easy for construction.
Detailed description of the invention
Fig. 1 is a kind of main view of cast-in-place concrete column template of the utility model.
Fig. 2 is a kind of bottom cut away view of cast-in-place concrete column template of the utility model.
Fig. 3 is the sectional view of Fig. 2.
In figure: Arc moulding board piece 1 is tightly connected system 2, gap 3, pedestal 4, bolt hole 5, anchor ear stiffener assembly 6, branch
Support component 7, boss 8, groove 9.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
All other embodiment obtained, fall within the protection scope of the utility model.
As shown in Figure 1-3, a kind of cast-in-place concrete column template of the utility model, including three inner arc radians are poured with needs
Round concrete column the compatible Arc moulding board piece 1 of circular arc radian, the Arc moulding board piece 1 described in each opens
The sealed connection system 2 being mutually adapted is respectively arranged on the edge Kou Chu；The edge of the Arc moulding board piece passes through institute
The sealed connection system 2 stated is connected, and passes through the sealed connection system edge between Arc moulding board piece described in adjacent two pieces
Longitudinal sealing.The utility model includes at least the circle of three inner arc radians and the round concrete column for needing to pour due to being provided with
The structure of the compatible Arc moulding board piece 1 of arc radian, and set respectively on the edge of the Arc moulding board piece 1 described in each
Mutually compatible sealed connection system 2 is set, then makes to connect between each part Arc moulding board piece 1 by the sealing
Welding system 2 seals along longitudinal direction.In above-mentioned form of construction work, the intensity of the formwork structure is improved, to meet various forms of circles
Concrete column pours.The gap 3 for running through Arc moulding board piece 1 there are two setting on the sealed connection system top being engaged, every
The bottom of Arc moulding board described in one is equipped with to be equipped with the longitudinal rectangular outside pedestal 4 of template piece, the pedestal 4
Bolt hole 5.Arc moulding board piece 1 is connected as one by the sealed connection system 2, is used on the outside of Arc moulding board piece 1
Hoop is connected to the reinforcing of anchor ear stiffener assembly 6, and the anchor ear stiffener assembly 6 is more than one piece, and the spacing between adjacent hoop component 6 is small
In 400mm.Around the formwork structure, at least three are evenly equipped in the periphery of the anchor ear stiffener assembly 6 and is prolonged along longitudinal direction
The supporting member 7 stretched.
In order to simplify the structure of the sealed connection system 2, facilitate the preparation of Arc moulding board piece 1 and postorder be facilitated to apply
The handling of work, the sealed connection system 2 include the boss 8 that is separately positioned on 1 edge of Arc moulding board piece and recessed
Slot 9, the boss 8 are adapted with the groove 9, and the junction of Arc moulding board piece 1 passes through the boss 8 and described
Groove 9 be engaged to form movable connection structure, between Arc moulding board piece 1 described in adjacent two pieces pass through the boss 8
It is sealed along longitudinal direction with the groove 9.
The present invention is not limited to the details of the above exemplary embodiments, in the spirit without departing substantially from the utility model or substantially
In the case where feature, the utility model can be realized in other specific forms.Therefore, in all respects, should all incite somebody to action
Embodiment regards exemplary as, and is non-limiting, the scope of the utility model by appended claims rather than on
Bright restriction is stated, it is intended that including all changes that fall within the meaning and scope of the equivalent elements of the claims in this reality
With novel interior.Any reference signs in the claims should not be construed as limiting the involved claims.
The above, the only preferred embodiment of the utility model, are not intended to limit the utility model, all according to this
The technical spirit of utility model any trickle amendment, equivalent replacement and improvement to the above embodiments should be included in this
Within the protection scope of utility model technical solution.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820579056.0U CN208578325U (en) | 2018-04-23 | 2018-04-23 | A cast-in-place concrete column formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820579056.0U CN208578325U (en) | 2018-04-23 | 2018-04-23 | A cast-in-place concrete column formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208578325U true CN208578325U (en) | 2019-03-05 |
Family
ID=65505954
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820579056.0U Expired - Fee Related CN208578325U (en) | 2018-04-23 | 2018-04-23 | A cast-in-place concrete column formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208578325U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111395175A (en) * | 2020-03-24 | 2020-07-10 | 武汉瑞锦丰路桥设备股份有限公司 | Pier column template for road and bridge building |
| CN112854747A (en) * | 2020-12-31 | 2021-05-28 | 武汉振业钢模有限公司 | Combined steel template circular mold for building concrete and installation and use method |
| CN113047613A (en) * | 2021-03-30 | 2021-06-29 | 江铃汽车集团江西工程建设有限公司 | Pouring template of house support column and construction method thereof |
| CN113833084A (en) * | 2021-11-01 | 2021-12-24 | 中铁三局集团有限公司 | Steel formwork for inspection well of tunnel center ditch |
-
2018
- 2018-04-23 CN CN201820579056.0U patent/CN208578325U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111395175A (en) * | 2020-03-24 | 2020-07-10 | 武汉瑞锦丰路桥设备股份有限公司 | Pier column template for road and bridge building |
| CN111395175B (en) * | 2020-03-24 | 2021-06-25 | 宁波谦屹节能科技有限公司 | Pier column template for road and bridge building |
| CN112854747A (en) * | 2020-12-31 | 2021-05-28 | 武汉振业钢模有限公司 | Combined steel template circular mold for building concrete and installation and use method |
| CN113047613A (en) * | 2021-03-30 | 2021-06-29 | 江铃汽车集团江西工程建设有限公司 | Pouring template of house support column and construction method thereof |
| CN113047613B (en) * | 2021-03-30 | 2022-07-08 | 江铃汽车集团江西工程建设有限公司 | Pouring template of house support column and construction method thereof |
| CN113833084A (en) * | 2021-11-01 | 2021-12-24 | 中铁三局集团有限公司 | Steel formwork for inspection well of tunnel center ditch |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190305 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |