CN206428970U - A kind of constructional column top tool formula steel form - Google Patents
A kind of constructional column top tool formula steel form Download PDFInfo
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- CN206428970U CN206428970U CN201621071974.XU CN201621071974U CN206428970U CN 206428970 U CN206428970 U CN 206428970U CN 201621071974 U CN201621071974 U CN 201621071974U CN 206428970 U CN206428970 U CN 206428970U
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Abstract
The utility model is related to a kind of constructional column top tool formula steel form, include the side plate of two isosceles triangles, rotary shaft is welded at the drift angle in side plate interior sides face, rotary shaft is connected with front face template, plate-side plate welding limited post one, and the side plate is provided with neck, neck is detachably connected limit steel bar；The lateral surface of side plate is welded with angle steel, angle steel includes orthogonal two right-angle surfaces, one right-angle surface of angle steel is welded on lateral surface, and limited post two is welded with the middle part of the right-angle surface, the face of cylinder of limited post two and the right waist of the side plate are tangent, and pulling eye is provided with the middle part of another right-angle surface of angle steel；Front face template is welded with L-shaped handle.Make simple, it is easy for installation, while constructional column top concrete Forming Quality and efficiency of construction can be improved；The difficulty that model sheetinstallat is reinforced is reduced, at the same problem of putting and ending to waste, and the expense that building waste is cleared is reduced, reach cost efficiency green construction purpose.
Description
Technical field
The utility model is related to technical field of building construction, it particularly relates to a kind of constructional column top tool formula punching block
Plate.
Background technology
In current architectural engineering, secondary structure is important working procedure in construction unit, the construction matter of constructional column
Amount directly affects the shock resistance of masonry project, and capital part is even more stress key position.Capital concrete pouring quality was once
Annoying, the construction technical staff for a line of constructing.It is substantially in project management department's constructional column top concrete of some sloppy managements
Plug mouth is carried out compared with dry pea gravel concreten with some, concrete leakiness is caused, Forming Quality is poor.Shape between capital and beam bottom
It is very big to the capacity of providing fortification against earthquakes of constructional column into crack.Management preferably some projects are required to subpackage unit in construction
Wooden template is installed as charging aperture (being commonly called as horn mouth) in column top, and vibrating spear is stretched into constructional column by charging aperture shaken
Smash, by form removable after concrete initial set, and the concrete bracket that charging aperture is formed is rejected.Although this construction technology
Concrete quality can be ensured, but wooden model sheetinstallat reinforces difficult, while causing wooden template and flitch, bracket coagulation
Soil, pick chisel electricity consumption, the waste in terms of the duration.The expense that building waste is cleared can also be produced.
Therefore, a kind of template for improving constructional column top concrete Forming Quality is developed, is become as professional urgently
The problem of need to solving.
Utility model content
The utility model proposes a kind of constructional column top tool formula steel form, above-mentioned aspect in existing product is overcome
It is not enough.
The purpose of this utility model is achieved through the following technical solutions：
A kind of constructional column top tool formula steel form, includes the side plate of two isosceles triangles, the side plate interior sides face
Rotary shaft is welded at drift angle, the rotary shaft is connected with front face template corresponding with the waist of the side plate, the side plate
Weld the face of cylinder and the tangent limited post one of the left waist, and the base of the side plate and right waist phase in the position at the nearly left base angle of left Lumbar
The position of friendship is provided with neck, and the neck is detachably connected with limit steel bar corresponding with the front face template；The side
The lateral surface of plate is welded with angle steel close to the position of right waist, and the angle steel includes orthogonal two right-angle surfaces, the angle
One right-angle surface of steel is welded on the lateral surface of the side plate, and limited post two is welded with the middle part of the right-angle surface, described spacing
The face of cylinder of post two and the right waist of the side plate are tangent, and pulling eye is provided with the middle part of another right-angle surface of the angle steel；It is described just
Face die plate is welded with L-shaped handle in the middle part of the side of limited post one.
Further, the front face template is welded with sleeve pipe close to the side of the rotary shaft, and described sleeve pipe is socketed in the rotation
In rotating shaft.
Further, the L-shaped handle is L-shaped reinforcing bar.
Further, the drift angle of the side plate is 45 degree.
The beneficial effects of the utility model are：Front face template, angle steel leftover pieces and the waste and old steel used using job site
Muscle processing and fabricating, makes simple, easy for installation, while constructional column top concrete Forming Quality and efficiency of construction can be improved；Drop
The difficulty that low model sheetinstallat is reinforced, while preventing to cause template and flitch, bracket concrete due to Constructional Col-umn Construction, picking chisel and use
Waste problem in terms of electricity, duration, and the expense that building waste is cleared is reduced, reach cost efficiency green construction purpose.
Brief description of the drawings
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
In required for the accompanying drawing that uses be briefly described, it should be apparent that, drawings in the following description are only of the present utility model
Some embodiments, for those of ordinary skill in the art, on the premise of not paying creative work, can also be according to this
A little accompanying drawings obtain other accompanying drawings.
Fig. 1 is the front view of the constructional column top tool formula steel form described in the utility model embodiment；
Fig. 2 is the right view of the constructional column top tool formula steel form according to Fig. 1；
Fig. 3 is the top view of the constructional column top tool formula steel form according to Fig. 1；
Fig. 4 is the construction pre-structure figure of the constructional column top tool formula steel form described in the utility model embodiment；
Fig. 5 is that the construction of the constructional column top tool formula steel form according to Fig. 4 completes structure chart；
Fig. 6 is enlarged drawing at the A of the constructional column top tool formula steel form according to Fig. 5.
In figure：
1st, side plate；2nd, rotary shaft；3rd, front face template；4th, limited post one；5th, neck；6th, limit steel bar；7th, angle steel；8th, L-shaped
Handle；9th, limited post two；10th, L-shaped screw rod.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, the every other embodiment that those of ordinary skill in the art are obtained all belongs to
The scope protected in the utility model.
As Figure 1-3, a kind of constructional column top tool formula steel form according to the utility model embodiment, including
Rotary shaft 2 is welded at the side plate 1 of two isosceles triangles, the drift angle of the medial surface of side plate 1, the activity of rotary shaft 2 is even
Front face template 3 corresponding with the waist of the side plate 1 is connected to, the face of cylinder is welded in the position at the nearly left base angle of left Lumbar of the side plate 1
The limited post one 4 tangent with the left waist, and the base of the side plate 1 is provided with neck 5, the neck with the position that right waist intersects
5 are detachably connected with limit steel bar 6 corresponding with the front face template 3；The lateral surface of the side plate 1 is equal close to the position of right waist
Angle steel 7 is welded with, the angle steel 7 includes orthogonal two right-angle surfaces, and a right-angle surface of the angle steel 7 is welded on the side
Limited post 29, the face of cylinder of the limited post 29 and the side plate 1 are welded with the lateral surface of plate 1, and in the middle part of the right-angle surface
Right waist it is tangent, be provided with pulling eye in the middle part of another right-angle surface of the angle steel 7；The front face template 3 is close to limited post 1
Side in the middle part of be welded with L-shaped handle 8.
In a specific embodiment of the present utility model, the front face template 3 is welded with close to the side of the rotary shaft 2
Sleeve pipe, described sleeve pipe is socketed in the rotary shaft 2.
In a specific embodiment of the present utility model, the L-shaped handle 8 is L-shaped reinforcing bar.
In a specific embodiment of the present utility model, the drift angle of the side plate 1 is 45 degree.
Above-mentioned technical proposal of the present utility model is understood for convenience, below by way of new to this practicality in specifically used mode
The above-mentioned technical proposal of type is described in detail.
It is long that two pieces of waists are cut into using the offcut of steel plate of job site (processing discharging platform, elevator platform etc.)
Steel plate is as side plate 1 for 200mm isosceles triangle (drift angle is 45 °), and one block of wide steel plate of the high 300mm of 200mm is used as positive face mould
Plate 3 (this steel plate width can make the appropriate adjustments according to live constructional column cross-sectional width).One is welded at the drift angle of two blocks of side plates 1Long 300mm reinforcing bars will cover the long 280mm sleeve pipes of DN14 before welding as rotary shaft 2 on reinforcing bar.In the left waist of side plate 1
The position welding long reinforcing bars of 300mm (limited post 1) close to left base angle are used as the spacing of front face template 3.Front face template 3 is welded
On sleeve pipe.WithReinforcement fabrication L-shaped handle 8, long side 500mm, short side 150mm, and the short side of L-shaped handle 8 are welded on
In the middle of the left surface (close to the side of limited post 1) of front face template 3.200mm length is welded at the right waist of lateral surface of side plate 1
3mm*30mm*30mm angle steel reinforced, the centre position welding for the right-angle surface being in contact with lateral surfaceLong 300mm reinforcing bars,
It is used as the drawknot node of L-shaped handle 8.A wide 15mm is cut at the right base angle of side plate 1, deep 25mm gap is used as neck 5, card
Groove 5 can fix the left surface of front face template 3 after concreting is complete with limit steel bar 6.Opened up on angle steelPair
Pulling eye.In addition, rotary shaft 2 can also be flexibly connected front face template 3 by usual manners such as bearing, through hole, hinges.
UseWaste and old screw rod cephalic par weldingLong 50mm reinforcing bars make L-shaped screw rod 10, L-shaped spiral shell as short side
Bar 10 is used to fix angle steel 7 in work progress.L-shaped screw rod 10 is unfettered in the horizontal direction can to avoid constructional column reinforcing bar, suitable
Profit passes through constructional column.
When specifically used, as Figure 4-Figure 6, the steel form made (constructional column top tool formula steel form) is brushed de-
Mould agent, is furnished with highly less than the 200mm of plank sheathing one in the side full configuration plank sheathing one of constructional column, and in the opposite side of constructional column
Plank sheathing two.Steel form is directly placed above plank sheathing two, the long side of L-shaped screw rod 10 is passed through to the pulling eye of angle steel 7, directly
Angle steel 7 is adjacent to by the short side of L-shaped screw rod 10, is then covered on the long side of L-shaped screw rod 10PVC sleeve pipes, steel plate washer, logical
Silk nut draws fixation a pair with plank sheathing, the both sides angle steel 7 of steel form is tightly clipped on masonry.Poured above steel form mixed
Solidifying soil, and by vibrating spear go deep into constructional column by concrete vibrating it is closely knit after, L-shaped handle 8 is carried upwards, until front face template 3 is propped up
Limited post 29, unnecessary a small amount of concrete is recycled after the gap outflow between front face template 3 and side plate 1.Pass through meter
Calculate, by concrete added to the volume after concordant with the level height of left drift angle be 0.0042m3, and from Zuo Ding at the top of constructional column
Amount of concrete needed for the level height at angle to the top of plank sheathing one is 0.0028m3Compare 0.0042m3It is smaller, do not result in construction
The problem of column top produces space because of few concrete.Front face template 3 is 45 ° with metope angle before concreting, is supported
Firmly limited post 29 now will so as to be 0 ° by the angle after the compacted reality of concreteLimit steel bar 6 put in neck 5, and with
The left surface of front face template 3 is in close contact, and front face template 3 is limited reinforcing bar 6 and the fixation of limited post 29, finally treats coagulation
Steel form, plank sheathing one and plank sheathing two are removed into maintenance after native initial set.
In summary, by above-mentioned technical proposal of the present utility model, the front face template used using job site, angle steel
Leftover pieces and waste steel bar processing and fabricating, make simple, easy for installation, while constructional column top concrete Forming Quality can be improved
With efficiency of construction；The difficulty that model sheetinstallat is reinforced is reduced, while preventing because Constructional Col-umn Construction causes template to be mixed with flitch, bracket
Coagulate soil, pick chisel electricity consumption, the waste problem in terms of the duration, and reduce the expense that building waste is cleared, reach cost efficiency green
Construction purpose.
The utility model is not limited to above-mentioned preferred forms, and anyone can draw under enlightenment of the present utility model
Other various forms of products, however, make any change in its shape or structure, it is every that there is same as the present application or phase
Approximate technical scheme, all falls within protection domain of the present utility model.
Claims (4)
1. a kind of constructional column top tool formula steel form, it is characterised in that including two isosceles triangle side plates（1）, the side
Plate（1）Rotary shaft is welded at the drift angle of medial surface（2）, the rotary shaft（2）It is connected with and the side plate（1）Waist correspondence
Front face template（3）, the side plate（1）The nearly left equal welded limiting post one in base angle position of left Lumbar（4）, the limited post one
（4）The face of cylinder and the left waist it is tangent, and the side plate（1）Base be provided with neck with the position that right waist intersects（5）, it is described
Neck（5）It is detachably connected with and the front face template（3）Corresponding limit steel bar（6）；The side plate（1）Lateral surface it is close
The position of right waist is welded with angle steel（7）, the angle steel（7）Including orthogonal two right-angle surfaces, the angle steel（7）One
Individual right-angle surface is welded on the side plate（1）Lateral surface on, and limited post two is welded with the middle part of the right-angle surface（9）, it is described spacing
Post two（9）The face of cylinder and the side plate（1）Right waist it is tangent, the angle steel（7）Another right-angle surface in the middle part of be provided with to draw
Hole；The front face template（3）Close to limited post one（4）Side in the middle part of be welded with L-shaped handle（8）.
2. a kind of constructional column top tool formula steel form according to claim 1, it is characterised in that the front face template
（3）Close to the rotary shaft（2）Side be welded with sleeve pipe, described sleeve pipe is socketed in the rotary shaft（2）On.
3. a kind of constructional column top tool formula steel form according to claim 2, it is characterised in that the L-shaped handle（8）
For L-shaped reinforcing bar.
4. a kind of constructional column top tool formula steel form according to claim 3, it is characterised in that the side plate（1）'s
Drift angle is 45 degree.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621071974.XU CN206428970U (en) | 2016-09-22 | 2016-09-22 | A kind of constructional column top tool formula steel form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621071974.XU CN206428970U (en) | 2016-09-22 | 2016-09-22 | A kind of constructional column top tool formula steel form |
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| Publication Number | Publication Date |
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| CN206428970U true CN206428970U (en) | 2017-08-22 |
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ID=59588161
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| Application Number | Title | Priority Date | Filing Date |
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| CN201621071974.XU Active CN206428970U (en) | 2016-09-22 | 2016-09-22 | A kind of constructional column top tool formula steel form |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108301618A (en) * | 2018-02-01 | 2018-07-20 | 中国建筑第二工程局有限公司 | A kind of steel and wood composite construction column template and its construction method |
| CN108612260A (en) * | 2018-07-05 | 2018-10-02 | 江苏省苏中建设集团股份有限公司 | A kind of constructional column top concrete pours once-molding construction process and its device |
| CN110145121A (en) * | 2019-05-30 | 2019-08-20 | 中冶建工集团有限公司 | The construction method of constructional column concreting |
| CN110158959A (en) * | 2019-05-30 | 2019-08-23 | 中冶建工集团有限公司 | Switchable formula pours mouth structure |
| CN110230394A (en) * | 2019-06-24 | 2019-09-13 | 中冶建工集团有限公司 | The construction method of constructional column |
| CN111058632A (en) * | 2019-11-28 | 2020-04-24 | 中冶天工集团天津有限公司 | Constructional column formwork supporting dustpan opening device and construction method thereof |
-
2016
- 2016-09-22 CN CN201621071974.XU patent/CN206428970U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108301618A (en) * | 2018-02-01 | 2018-07-20 | 中国建筑第二工程局有限公司 | A kind of steel and wood composite construction column template and its construction method |
| CN108612260A (en) * | 2018-07-05 | 2018-10-02 | 江苏省苏中建设集团股份有限公司 | A kind of constructional column top concrete pours once-molding construction process and its device |
| CN110145121A (en) * | 2019-05-30 | 2019-08-20 | 中冶建工集团有限公司 | The construction method of constructional column concreting |
| CN110158959A (en) * | 2019-05-30 | 2019-08-23 | 中冶建工集团有限公司 | Switchable formula pours mouth structure |
| CN110230394A (en) * | 2019-06-24 | 2019-09-13 | 中冶建工集团有限公司 | The construction method of constructional column |
| CN111058632A (en) * | 2019-11-28 | 2020-04-24 | 中冶天工集团天津有限公司 | Constructional column formwork supporting dustpan opening device and construction 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: 20200429 Address after: 100043 No. 20, Shijingshan Road, Beijing, Shijingshan District Co-patentee after: China Railway Construction Group Tianjin Engineering Co., Ltd Patentee after: CHINA RAILWAY CONSTRUCTION GROUP Co.,Ltd. Address before: 100131 No. 20, Shijingshan Road, Beijing, Shijingshan District Patentee before: CHINA RAILWAY CONSTRUCTION GROUP Co.,Ltd. |
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| TR01 | Transfer of patent right |