CN104831923B - Constructional column steel form - Google Patents
Constructional column steel form Download PDFInfo
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- CN104831923B CN104831923B CN201510272937.9A CN201510272937A CN104831923B CN 104831923 B CN104831923 B CN 104831923B CN 201510272937 A CN201510272937 A CN 201510272937A CN 104831923 B CN104831923 B CN 104831923B
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- template
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Abstract
The invention discloses constructional column steel form, including front face template and backside template, the front face template includes multiple positive criteria templates, the motor-driven template in front and front cast template, the backside template includes the back side standard form mated with the height dimension of front face template, the motor-driven template in the back side and back side cast template, the upper end of the positive criteria template is with fixed eye-splice, lower end is with the fixing insertion mated with fixed eye-splice, the front of at least one positive criteria template carries vibrating spear insert port, height dimension of the motor-driven form height size much smaller than standard form, the upper end of the motor-driven template in the front is with fixed eye-splice, lower end is with the fixing insertion mated with fixed eye-splice；Cast template front both sides are offered between two backplates and pour mouth, pour mouth and be configured with cover plate with the backplate for being perpendicularly fixed at cast template front.The construction column template that the present invention is provided makes the making of constructional column more standardized, and the installation effectiveness of template is higher, and easily facilitates the cast in later stage and vibrate, and is conducive to improving quality, and the number of times that template is repeatedly used is more, is conducive to saving template cost.
Description
Technical field
The present invention relates to a kind of overlap joint building template, especially constructional column steel form.
Background technology
In traditional construction, constructional column has a very important effect for the intensity of body of wall, but all the time
Workmen ignores the standardized construction to constructional column, directly pieces together to bind to form constructional column using common plank sheathing mostly
Template.But the intensity of this construction column template is poor, inconvenience, and the extremely inconvenience that pours and vibrate in later stage, construction are installed
Often there is quality and apparent defect in the constructional column of formation.
Content of the invention
In view of the deficiency that background technology is present, the technical problem to be solved is to provide a kind of construction column template,
The construction column template easier for installation, be conducive to pouring and vibrating for later stage, the constructional column better quality of formation.
The present invention adopts the following technical scheme that to complete：Constructional column steel form, including front face template and backside template,
The front face template includes that multiple positive criteria templates, the motor-driven template in front and front cast template, the backside template include
Back side standard form, the motor-driven template in the back side and the back side cast template mated with the height dimension of front face template, the front mark
The upper end of quasi-mode plate and back side standard form carries the fixing insertion mated with fixed eye-splice with fixed eye-splice, lower end, at least
The front of one positive criteria template carries vibrating spear insert port, the motor-driven template in the front and the motor-driven template in the back side
Height dimension much smaller than standard form height dimension, the upper end of the motor-driven template in the front is with fixed eye-splice, lower end band
There is the fixing insertion mated with fixed eye-splice；The lower end of the front cast template and back side cast template carries fixing insertion,
Front cast template front both sides are offered between two backplates and pour mouth with the backplate for being perpendicularly fixed at cast template front,
Pour mouth and be configured with cover plate, the front cast template lower end is hinged with the cover plate, carry on the backplate and swing with cover plate
The consistent cover plate chute of radian, the both sides of the cover plate carry slide block, slide block in cover plate chute, the cover plate top with just
Face cast template is configured with locking device；The front face template and backside template are selected according to the height of constructional column and grafting is into complete
Whole construction column template, the front cast template and back side cast template are in top, are inserted using fixed between the template
Plate is docked with the mode of fixed eye-splice grafting, the positive criteria template and back side standard form, the motor-driven template in front and the back side
The spiral shell being distributed with pairs in motor-driven template and front cast template and back side cast template respectively before and after construction column template
Keyhole, plastic tube run through bolt hole, split bolt is through plastic tube to the zip tightly front face template and backside template.
The displaced type pressure that the present invention is provided is poured water and soil composite pile and its construction method and is had the advantages that：1st, mould
Plate is more standardized, easier for installation, is conducive to saving template cost and cost of labor, makes the constructional column outward appearance of shaping more
Neat；2nd, it is configured with standardized vibrating and mouth and pours mouth, be conducive to the pouring construction of later structural post, improves work effect
Rate.
Description of the drawings
The present invention has drawings described below：
The constructional column steel shutterings that Fig. 1 present invention is provided are mounted in the structural representation on body of wall.
Fig. 2 is constructional column steel template structure cross-sectional schematic.
Fig. 3 is the structural plan schematic diagram of the common standard template in Fig. 1.
Fig. 4 be Fig. 1 in band vibrate mouth positive criteria template structural plan schematic diagram.
Fig. 5 is the structural plan schematic diagram of the motor-driven template in front in Fig. 1.
Fig. 6 is the structural plan schematic diagram of the front cast template in Fig. 1.
Specific embodiment
Accompanying drawing illustrates technical scheme and embodiment, further describes embodiment in conjunction with accompanying drawing below
Each relevant details and its operation principle.
With reference to shown in Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5, Fig. 6, the constructional column steel form that the present invention is provided, including positive face mould
Plate and backside template, the front face template include the motor-driven template 2 of multiple positive criteria templates 1, front and front cast template 3,
Front face template can typically arrange some cast and the entrance that vibrates, and backside template only has closing for mating front face template merely
Act on auxiliary locking, the backside template includes back side standard form 4, the back side machine mated with the height dimension of front face template
The upper end of moving platen 5 and back side cast template 6, the positive criteria template 1 and back side standard form 4 is with fixed eye-splice
7th, lower end carries the fixing insertion 8 mated with fixed eye-splice 7, and the front of at least one positive criteria template 1 carries vibrating spear
Insert port 9, only arranges a vibrating spear insert port 9 in the present embodiment, vibrating spear insert port 9 is configured with capping, and capping is by solid
Determine in the template that bolt 10 is locked at around vibrating spear insert port, capping when vibrating is removed and inserts so as to vibrating spear, after vibrating
Closed using capping and fixing bolt, the height dimension of the motor-driven template 2 in the front and the motor-driven template 5 in the back side is much smaller than standard
The height dimension of template, typically has tri- kinds of specifications of 10CM, 20CM, 30CM, and the upper end of the motor-driven template 2 in the front is with fixing
Eye-splice 7, lower end is with the fixing insertion 8 mated with fixed eye-splice 7；The front cast template 3 and back side cast template 6
Lower end carry fixing insertion 8,3 front both sides of front cast template with being perpendicularly fixed at the backplate 11 in cast template front,
Offer between two backplates 11 and pour mouth 12, pour mouth 12 and be configured with cover plate 13,3 lower end of front cast template and institute
State cover plate 13 to be hinged, general cover plate 13 is formed using hinge and front cast template 3 and is hinged, carry on the backplate 11 with
The consistent cover plate chute 14 of 13 oscillator arc of cover plate, the both sides of the cover plate 13 carry slide block 15, and slide block 15 is slided in cover plate
In groove 14,13 top of the cover plate is configured with locking device with front cast template 3, and the cover plate 13 can be slided along cover plate
The track swing of groove 14 is realized opening and closing；The front face template and backside template are selected according to the height of constructional column and grafting is into complete
Construction column template, the front cast template 3 and back side cast template 6 be in top, using fixing between the template
Plate 8 is docked with the mode of fixed 7 grafting of eye-splice, the positive criteria template 1 and the motor-driven mould of back side standard form 4, front
It is distributed with through structure in pairs in plate 2 and the motor-driven template 5 in the back side and front cast template 3 and back side cast template 6 respectively
Make the bolt hole 17 before and after column template, plastic tube run through bolt hole 17, split bolt is through plastic tube to the zip tightly front
Template and backside template, typically take out bolt after being cast, plastic tube are stayed in constructional column.
With reference to shown in Fig. 2, Fig. 6, the locking of the cover plate 13 of mouth 12, the locking dress of the cover plate 13 is poured for convenience
The arc lock hook 18 including being rotationally connected with front cast template upper end is put, corresponding arc lock hook 18 is configured on the cover plate 13
There are clamping screw 16, the arc lock hook 18 to rotate and hook in the downside of clamping screw 16.By positive and backwards rotation
Arc lock hook 18 can make arc lock hook 18 lock or unlock.
With reference to shown in Fig. 3, Fig. 4, Fig. 5, Fig. 6, for the ease of making fixed eye-splice 7, the fixed eye-splice 7 is to be welded on
In template ［ shape part, ［ shape part and fixing insertion constitute a connected structure to each two, and the fixing insertion 8 is welded on
The front of template.
Claims (9)
1. a kind of constructional column steel form, is characterized in that：Including front face template and backside template, the front face template include multiple just
Face standard form, the motor-driven template in front and front cast template, the backside template include the height dimension with front face template
Back side standard form, the motor-driven template in the back side and the back side cast template that matches somebody with somebody, the positive criteria template and back side standard form
With fixed eye-splice, lower end with the fixing insertion mated with fixed eye-splice, at least one positive criteria template is just for upper end
Face carries the height dimension of vibrating spear insert port, the motor-driven template in the front and the motor-driven template in the back side less than standard form
Height dimension, the motor-driven template in the front and the motor-driven template in the back side have tri- kinds of specifications of 10CM, 20CM, 30CM, the front machine
The upper end of moving platen is with fixed eye-splice, lower end with the fixing insertion mated with fixed eye-splice；The front cast template and
The lower end of back side cast template carries fixing insertion, and front cast template front both sides carry and are perpendicularly fixed at cast template front
Backplate, offer between two backplates and pour mouth, pour mouth and be configured with cover plate, the front cast template lower end and the cover plate
It is hinged, on the backplate, carries the cover plate chute consistent with cover plate oscillator arc, the both sides of the cover plate carries slide block, at slide block
In cover plate chute, the cover plate top is configured with locking device with front cast template；The front face template and backside template
Select according to the height of constructional column and grafting is into complete construction column template, at the front cast template and back side cast template
In top, docked with by the way of fixed eye-splice grafting using fixing insertion between the template, the positive criteria template and the back of the body
On face standard form, the motor-driven template of the motor-driven template in front and the back side and front cast template and back side cast template respectively in pairs
The bolt hole being distributed with before and after construction column template, plastic tube run through bolt hole, split bolt are tight to zip through plastic tube
The front face template and backside template.
2. the constructional column steel form according to claim 1, is characterized in that：The vibrating spear insert port is configured with capping, envelope
Lid is locked in the template around vibrating spear insert port by fixing bolt.
3. the constructional column steel form according to claim 1 or 2, is characterized in that：The locking device of the cover plate includes turning
The dynamic arc lock hook for being connected to front cast template upper end, on the cover plate, corresponding arc lock hook is configured with clamping screw, described
Arc lock hook is rotated and hooks the downside in clamping screw.
4. the constructional column steel form according to claim 1 or 2, is characterized in that：The fixed eye-splice is to be welded on template
On ［ shape part, ［ shape part and fixing insertion constitute a connected structure to each two, and the fixing insertion is welded on template
Front.
5. the constructional column steel form according to claim 3, is characterized in that：The fixed eye-splice be welded in template
Shape part, ［ shape part and a fixing insertion constitute a connected structure to each two, and the fixing insertion is welded on the front of template.
6. the constructional column steel form according to claim 1 or 2, is characterized in that：The cover plate is poured with front using hinge
Injection molded plate is formed and is hinged.
7. the constructional column steel form according to claim 3, is characterized in that：The cover plate is using hinge and front casting moulds
Plate shape is into being hinged.
8. the constructional column steel form according to claim 4, is characterized in that：The cover plate is using hinge and front casting moulds
Plate shape is into being hinged.
9. the constructional column steel form according to claim 5, is characterized in that：The cover plate is using hinge and front casting moulds
Plate shape is into being hinged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510272937.9A CN104831923B (en) | 2015-05-26 | 2015-05-26 | Constructional column steel form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510272937.9A CN104831923B (en) | 2015-05-26 | 2015-05-26 | Constructional column steel form |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104831923A CN104831923A (en) | 2015-08-12 |
| CN104831923B true CN104831923B (en) | 2017-03-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510272937.9A Active CN104831923B (en) | 2015-05-26 | 2015-05-26 | Constructional column steel form |
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| Country | Link |
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| CN (1) | CN104831923B (en) |
Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106639305B (en) * | 2016-09-27 | 2020-01-24 | 中国一冶集团有限公司 | Slidable lifting type constructional column steel formwork and construction method thereof |
| CN106760503A (en) * | 2016-11-22 | 2017-05-31 | 江苏大学 | A kind of constructional column based on standard knot combination is poured uses template |
| CN106836797A (en) * | 2017-02-18 | 2017-06-13 | 荆门创佳机械科技有限公司 | A kind of fast and easily side construction column template |
| CN106948595B (en) * | 2017-03-31 | 2019-06-25 | 中国一冶集团有限公司 | Secondary structure gang form |
| CN110409713A (en) * | 2019-07-30 | 2019-11-05 | 中建八局第二建设有限公司 | A kind of segmentation of constructional column concrete, which is poured, smashes construction method and constructional column casting and compacting of concrete constructing structure |
| CN113338613A (en) * | 2021-05-28 | 2021-09-03 | 中铁二十局集团第六工程有限公司 | Constructional column mould |
| CN113482335A (en) * | 2021-06-30 | 2021-10-08 | 上海宝冶集团有限公司 | Aluminum template assembly capable of being disassembled at constructional column in turnover mode |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20060091764A (en) * | 2005-02-15 | 2006-08-22 | 윤태진 | Fabricated wall body using as a mould case for construction |
| CN202467181U (en) * | 2012-03-15 | 2012-10-03 | 陕西建工集团总公司 | Pouring-molding template of constructional column of infill wall |
| CN202767523U (en) * | 2012-09-05 | 2013-03-06 | 中建七局第二建筑有限公司 | Constructional column steel moulding plate |
| DE102012217688A1 (en) * | 2012-09-28 | 2014-04-03 | Harsco Infrastructure Services Gmbh | Wall formwork with optional anchor point |
| CN103266773A (en) * | 2013-05-17 | 2013-08-28 | 中国十七冶集团有限公司 | Novel concrete pouring device for constructional columns |
| CN203487779U (en) * | 2013-09-30 | 2014-03-19 | 中建三局建设工程股份有限公司 | Tool type stock mould for masonry constructional column concrete pouring |
| CN204662960U (en) * | 2015-05-26 | 2015-09-23 | 温州东瓯建设集团有限公司 | Constructional column steel form |
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2015
- 2015-05-26 CN CN201510272937.9A patent/CN104831923B/en active Active
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| Publication number | Publication date |
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| CN104831923A (en) | 2015-08-12 |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20161018 Address after: Kennedy Garden in Lucheng District of Wenzhou City, Zhejiang province 325000 building 3 Room 302 Applicant after: Zheng Zenghao Address before: Ouhai District of Zhejiang city of Wenzhou province Wenzhou 325000 Avenue South East Building Applicant before: Wenzhou Dongou Construction Group Co., Ltd. |
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