CN203373968U - Filler wall constructional column formwork structure - Google Patents
Filler wall constructional column formwork structure Download PDFInfo
- Publication number
- CN203373968U CN203373968U CN201320377049.XU CN201320377049U CN203373968U CN 203373968 U CN203373968 U CN 203373968U CN 201320377049 U CN201320377049 U CN 201320377049U CN 203373968 U CN203373968 U CN 203373968U
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- constructional column
- wood
- dustpans
- formwork structure
- dustpan
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Abstract
The utility model discloses a filler wall constructional column formwork structure. Each formwork comprises face plates and back ribs, wherein the face plates are made of bamboo plywood. The face plates are arranged on the inner sides and the outer sides of constructional columns, the back ribs which are made of lumps of wood are arranged on the back faces of the face plates, and split bolts are used for connecting and fixing the inner side formwork and the outer side formwork. Concrete feeding openings are formed in the tops of the formworks, wood dustpans are installed on the concrete feeding openings, the wood dustpans are connected with the feeding openings, and the angles of the wood dustpans can be adjusted. The wood dustpans are arranged on the tops of the constructional columns or in the middles of the constructional columns. According to the filler wall constructional column formwork structure, the split bolts are used for fixing the inner side formwork and the outer side formwork, the wood dustpans are arranged on the tops of the formworks to be used as the concrete feeding openings, with respect to the constructional columns with overlarge heights, the segmentation pouring mode can be adopted, the structure is simple, construction is fast, and cost is low.
Description
Technical field
The utility model relates to a kind of infilled wall constructional column formwork structure.
Background technology
In prior art, the fixed form of infilled wall constructional column template utilizes the double joint split bolt to fix (also useful carpenter's eave tile fastens) after substantially adopting on infilled wall box out mouth or punching on the wall (along wall seam box out mouth), the method defect is: the hole to be provided shutoff is time-consuming, and be not easy to build by laying bricks or stones closely knit, the easy crack of mortar joint, the vibrations that on wall, rear punching can produce in various degree body of wall impact wall body structure and need shutoff, suitable wall seam to stay the more difficult shutoff in little flat hole.
Wherein the charging aperture for concreting is generally the reserved 100～200mm formation of the side template opening of at the constructional column top (with floor or girder construction contact site), the concrete of back is artificial jam-pack, top 100～200mm scope concrete is difficult to closely knit, has affected effective combination of constructional column and primary structure.
Summary of the invention
The technical problems to be solved in the utility model is to provide a kind of infilled wall constructional column formwork structure.
In order to solve the problems of the technologies described above, the technical solution adopted in the utility model is: infilled wall constructional column formwork structure, template comprises panel and the back of the body rib that bamboo-wood plywood is made, panel is located at the inside and outside both sides of constructional column, back side of panel is provided with the back of the body rib that the lumps of wood is made, and with split bolt, inside and outside two side templates is connected and fixed, and the template top is provided with the concrete charging aperture, the concrete charging aperture is equipped with wooden dustpan, and wooden dustpan is connected with charging aperture and adjustable-angle.
As preferably, wooden dustpan is located at the constructional column top.
As preferably, wooden dustpan is located at the constructional column middle part.
The beneficial effects of the utility model are:
With fixing inside and outside two side templates of split bolt, at template top wood dustpan, as the concrete charging aperture, for highly excessive constructional column, can adopt segmentation to build mode, simple in structure, build quick, with low cost.
The accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
Fig. 1 is the front view of the utility model elevator shaft shear wall inner side template mounting structure embodiment.
Fig. 2 is the top view of the utility model elevator shaft shear wall inner side template mounting structure embodiment.
In figure, the 1-panel, 2-erects rib, 3-cross rib, 4-split bolt, 5-butterfly card, 6-diagonal brace, 7-wood dustpan.
The specific embodiment
Fig. 1 is infilled wall constructional column formwork structure: this constructional column template is to form with panel 1, perpendicular rib 2, cross rib 3, split bolt 4, butterfly card 5 and nut.
Wherein perpendicular rib 2 and cross rib 3 are flitch, and panel 1 is bamboo-wood plywood.
Basic practice is as follows:
1, the bamboo-wood plywood template is made to the form surfacing 1 of infilled wall constructional column both sides, wherein carried on the back rib and make to erect rib 2 with three flitches, perpendicular rib top is more laterally with the close cross rib 3(Fig. 2 that does of two flitches), with split bolt 4 and butterfly card 5, two side templates are fixed.
2, utilize diameter to be not less than single screw rod of 14 to drawing fixed form, having avoided burrowing on infilled wall causes body of wall imperfect, above little below the spacing of fixed-use bolt, can strengthen gradually, be generally 500～900mm, during installation at the Screw arbor with nut at both-ends 4 overcoats pvc pipe larger than screw diameter, its length is that wall thickness adds 30mm and gets final product, and Screw arbor with nut at both-ends can all reclaim again and utilize after concreting.
3, infilled wall horse tooth trough (advance to move back build a wall form articulation port build constructional column and strengthen globality) edge overall height paste 2mm thickness double faced adhesive tape (template install after and metope be close to prevent the concrete spillage).
4, the wooden dustpan 7 for building is installed at the constructional column top, outside is supported and the adjustable tilt angle with diagonal brace 6, for use in the concrete charging.Set up the concrete charging aperture for highly excessive constructional column in constructional column certain altitude position, dustpan can be arranged on to the ，Dai bottom concreting of this position temporarily and transfer to that top is used until constructional column concreting finishes after complete.
5, for the constructional column template of rotation angle position, fix, can be with electric impact drill (from 100 left and right, reserved horse tooth trough the widest part edge) beat diameter 25mm outside the constructional column edge on infilled wall hole pass fixed form for split bolt, prevent seepage with waterproofing mortar blind bolt hole after the dismounting screw rod after concreting completes.
The present embodiment connects stubble by the advance and retreat of correct indwelling constructional column, and the reasonable disposition template utilizes single split bolt firm through the constructional column axis drawknot of being sorry, and avoids on wall the defects such as box out; Utilize the wooden dustpan can the fast pouring concrete as the concrete charging aperture, for tall and big constructional column, can also set up at middle part together as the concrete charging aperture, upper Duanmu's dustpan can be full until overfill by concreting, and manually picking cutter after concrete setting, to have more the unnecessary concrete on constructional column surface closely knit to guarantee the constructional column top concrete.
Above-described the utility model embodiment, do not form the restriction to the utility model protection domain.Any modification of doing within spirit of the present utility model and principle, be equal to and replace and improvement etc., within all should being included in claim protection domain of the present utility model.
Claims (3)
1. infilled wall constructional column formwork structure, described template comprises panel and the back of the body rib that bamboo-wood plywood is made, described panel is located at the inside and outside both sides of constructional column, described back side of panel is provided with the back of the body rib that the lumps of wood is made, with split bolt, inside and outside two side templates are connected and fixed, it is characterized in that: described template top is provided with the concrete charging aperture, and described concrete charging aperture is equipped with wooden dustpan, and described wooden dustpan is connected with charging aperture and adjustable-angle.
2. infilled wall constructional column formwork structure according to claim 1, it is characterized in that: described wooden dustpan is located at the constructional column top.
3. infilled wall constructional column formwork structure according to claim 1 is characterized in that: described wooden dustpan is located at the constructional column middle part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320377049.XU CN203373968U (en) | 2013-06-28 | 2013-06-28 | Filler wall constructional column formwork structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320377049.XU CN203373968U (en) | 2013-06-28 | 2013-06-28 | Filler wall constructional column formwork structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203373968U true CN203373968U (en) | 2014-01-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320377049.XU Expired - Fee Related CN203373968U (en) | 2013-06-28 | 2013-06-28 | Filler wall constructional column formwork structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN203373968U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103866980A (en) * | 2014-03-29 | 2014-06-18 | 二十二冶集团第一建设有限公司 | Method for constructing wall steel formwork wood bulkhead |
| CN104963431A (en) * | 2015-07-17 | 2015-10-07 | 南通德源建设工程科技有限公司 | Corner structural column construction method |
| CN105569331A (en) * | 2016-02-29 | 2016-05-11 | 河北建筑工程学院 | Simple supporting method for cylindrical concrete formwork |
| CN106948595A (en) * | 2017-03-31 | 2017-07-14 | 中国冶集团有限公司 | Secondary structure gang form |
| CN107386647A (en) * | 2017-09-03 | 2017-11-24 | 河北建设集团股份有限公司 | A kind of material-receiving device of delivering concrete |
| CN107700710A (en) * | 2017-10-30 | 2018-02-16 | 山东万鑫建设有限公司 | Fill wall construction column template design checking and construction method |
| 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 |
| CN111456429A (en) * | 2020-03-24 | 2020-07-28 | 中国五冶集团有限公司 | Construction method of air shaft wall constructional column formwork |
-
2013
- 2013-06-28 CN CN201320377049.XU patent/CN203373968U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103866980A (en) * | 2014-03-29 | 2014-06-18 | 二十二冶集团第一建设有限公司 | Method for constructing wall steel formwork wood bulkhead |
| CN103866980B (en) * | 2014-03-29 | 2016-04-27 | 二十二冶集团第一建设有限公司 | The wooden bulkhead construction method of body of wall steel form |
| CN104963431A (en) * | 2015-07-17 | 2015-10-07 | 南通德源建设工程科技有限公司 | Corner structural column construction method |
| CN105569331A (en) * | 2016-02-29 | 2016-05-11 | 河北建筑工程学院 | Simple supporting method for cylindrical concrete formwork |
| CN105569331B (en) * | 2016-02-29 | 2017-12-19 | 河北建筑工程学院 | A kind of simple support method of concrete cylindrical template |
| CN106948595A (en) * | 2017-03-31 | 2017-07-14 | 中国冶集团有限公司 | Secondary structure gang form |
| CN106948595B (en) * | 2017-03-31 | 2019-06-25 | 中国一冶集团有限公司 | Secondary structure gang form |
| CN107386647A (en) * | 2017-09-03 | 2017-11-24 | 河北建设集团股份有限公司 | A kind of material-receiving device of delivering concrete |
| CN107700710A (en) * | 2017-10-30 | 2018-02-16 | 山东万鑫建设有限公司 | Fill wall construction column template design checking and construction method |
| 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 |
| CN111456429A (en) * | 2020-03-24 | 2020-07-28 | 中国五冶集团有限公司 | Construction method of air shaft wall constructional column formwork |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140101 Termination date: 20140628 |
|
| EXPY | Termination of patent right or utility model |