CN204370803U - A kind of adjustable column template reinforces mould - Google Patents
A kind of adjustable column template reinforces mould Download PDFInfo
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- CN204370803U CN204370803U CN201420805429.3U CN201420805429U CN204370803U CN 204370803 U CN204370803 U CN 204370803U CN 201420805429 U CN201420805429 U CN 201420805429U CN 204370803 U CN204370803 U CN 204370803U
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- rod member
- reinforcing rod
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- column template
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Abstract
The utility model belongs to template reinforcing device technical field, for solving formwork reinforcement loosely, the easy mould that rises, run mould phenomenon, fixing difficulty is installed large, and adopt the sectional dimension of template reinforcing device not adjust, the technical problem that thus can not repeatedly use, provide a kind of adjustable column template and reinforce mould, comprise reinforcing rod member, Screw arbor with nut at both-ends and " 3 " shape card, described reinforcing rod member is welded by junction steel plate by two square tubes, the two ends of junction steel plate and side cross tube form U-shaped structure, described reinforcing rod member is separately positioned on four sides of column template, the reinforcing rod member of relative two sides is respectively in same level, Screw arbor with nut at both-ends is each passed through " U " shape open slot on the reinforcing rod member of relative two sides, two ends, left and right are tightly fixing by column template with " 3 " shape card.The utility model simple structure, easy for installation, fixation, and be applicable to different column sections.
Description
Technical field
The utility model belongs to template reinforcing device technical field, is specifically related to a kind of adjustable column template and reinforces mould.
Background technology
Frame construction refers to that the framework be namely made up of Vierendeel girder and frame column resists the horizontal loading and vertical load that occur in use procedure jointly by Vierendeel girder and frame column just to connect or articulated manner is connected and is formed the structure of bearing system.Wherein, frame column is in frame construction, bear the load that Liang Heban transmits, and load is passed to the column on basis, and frame column is the main vertical applied force component of frame construction.During practice of construction, the reinforced concrete upright column of frame column to be cross section be rectangle.When frame column is constructed, first colligation cylinder reinforcing cage, then prop up vertical forming panel, carry out concrete pouring construction afterwards and obtain building shaping frame column.Nowadays, when frame column is constructed, especially for the frame column that cross section is larger, the accuracy of cylinder physical dimension is a very important Con trolling index, thus template reinforcing device need be laid in the outside of propped up vertical forming panel before concreting, to ensure that the physical dimension of institute's construction molding frame column meets expection requirement, and make the impression quality of institute's construction molding frame column good.But currently used template reinforcing device is all assemble at the construction field (site) mostly temporarily, not only Assembling required time is longer, affect the construction period of frame column, formwork reinforcement loosely, the easy mould that rises, race mould phenomenon, fixing difficulty is installed large, and adopt the sectional dimension of template reinforcing device not adjust, thus can not repeatedly use.
Summary of the invention
The utility model is for solving formwork reinforcement loosely, the easy mould that rises, run mould phenomenon, it is large to install fixing difficulty, and adopt the sectional dimension of template reinforcing device not adjust, the technical problem that thus can not repeatedly use, provides a kind of adjustable column template and reinforces mould.
The technical solution adopted in the utility model is as follows:
A kind of adjustable column template reinforces mould, comprise and reinforce rod member, Screw arbor with nut at both-ends and " 3 " shape card, described reinforcing rod member comprises square tube I, square tube II and junction steel plate, the length of described square tube I and square tube II is greater than the cross-sectional length of column template, square tube I and square tube II is between the upper and lower every setting, gap between square tube I and square tube II is greater than the diameter of Screw arbor with nut at both-ends, and square tube I and square tube II is welded together by junction steel plate, and junction steel plate and square tube I and square tube II two ends form " U " shape open slot; Described reinforcing rod member is separately positioned on four sides of column template, the reinforcing rod member of relative two sides is respectively in same level, Screw arbor with nut at both-ends is each passed through " U " shape open slot on the reinforcing rod member of relative two sides, the two ends of Screw arbor with nut at both-ends use " 3 " shape to fasten respectively, by the reinforcing rod member of column template four sides, Screw arbor with nut at both-ends and " 3 " shape card by fixing for column template tight.
Junction steel plate is symmetrically welded at medial surface and the lateral surface of the left and right sides of square tube I and square tube II.
The beneficial effects of the utility model:
1. Screw arbor with nut at both-ends of the present utility model can regulate within the specific limits along U-shaped open slot, the large I of this reinforcing mould is regulated, is applicable to the formwork reinforcement of different sectional dimension posts.
2. the utility model simple structure, rational in infrastructure, is easy to processing.
3. the utility model is easy for installation, quick, fixation, repeatedly can have enough to meet the need and reuse.
4. the utility model effectively ensure that column section shape is well-behaved, upright, and result of use is good.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the front view that the utility model reinforces rod member;
Fig. 3 is the top view that the utility model reinforces rod member;
In figure: 1-reinforces rod member, 2-Screw arbor with nut at both-ends, 3-" 3 " shape is blocked, 4-column template, 5-square tube I, 6-square tube II, 7-junction steel plate, 8-" U " shape open slot.
Detailed description of the invention
As shown in Figure 1, 2, 3, a kind of adjustable column template reinforces mould, comprise and reinforce rod member 1, Screw arbor with nut at both-ends 2 and " 3 " shape card 3, described reinforcing rod member 1 comprises square tube I5, square tube II6 and junction steel plate 7, the length of described square tube I5 and square tube II6 is greater than the cross-sectional length of column template 4, square tube I5 and square tube II6 is between the upper and lower every setting, gap between square tube I5 and square tube II6 is greater than the diameter of Screw arbor with nut at both-ends 2, square tube I5 and square tube II6 is welded together by junction steel plate 7, and junction steel plate 7 forms " U " shape open slot 8 with square tube I5 and square tube II6 two ends; Described reinforcing rod member 1 is separately positioned on four sides of column template 4, the reinforcing rod member 1 of relative two sides is respectively in same level, Screw arbor with nut at both-ends 2 is each passed through " U " shape open slot 8 on the reinforcing rod member 1 of relative two sides, the two ends of Screw arbor with nut at both-ends 2 are used " 3 " shape to block 3 respectively and are fixed, by the reinforcing rod member 1 of column template 4 four sides, Screw arbor with nut at both-ends 2 and " 3 " shape card 3 by fixing for column template tight.
For ensureing the fastness of reinforcing rod member welding, junction steel plate 7 is symmetrically welded at medial surface and the lateral surface of the left and right sides of square tube I5 and square tube II6.
Concrete making of the present utility model:
(1) make column template and reinforce rod member: utilize 4 pieces of 100 × 100 × 5.0mm junction steel plates 2 80 × 40 × 3.0mm square tubes to be linked together, as shown in Figure 2 and Figure 3.Every 4 reinforcing rod members form one group of post and reinforce mould.
(2) make Screw arbor with nut at both-ends: adopt 14 Screw arbor with nut at both-ends, mantle fiber is carried out at two ends, is inserted in " 3 " type card, as column section is comparatively large, often end can be inserted in 2 " 3 " type cards.
(3) post mold assembling: adopt 4 14 Screw arbor with nut at both-ends, is inserted in from reinforcing Rod end " U " open slot and reinforces in rod member, form rectangle or square clip.
(4) post mould is reinforced: adjustment reinforces rod member in a plane, successively tightens " 3 " type card, makes post mould reinforce rod member and snaps on the cylinder lumps of wood, carry out bracing wire adjustment, reinforcing afterwards.
(5) different according to post height, install other post successively and reinforce mould, spacing general control is between 300 ~ 500mm.
The utility model simple structure, rational in infrastructure, be easy to processing.Easy for installation, quick, fixation, produces once, and repeatedly uses, and is applicable to different column sections.Use rear effectively ensure that column section shape rule, upright, result of use is good.
Claims (2)
1. an adjustable column template reinforces mould, it is characterized in that: comprise and reinforce rod member (1), Screw arbor with nut at both-ends (2) and " 3 " shape card (3), described reinforcing rod member (1) comprises square tube I(5), square tube II(6) and junction steel plate (7), described square tube I(5) with square tube II(6) length be greater than the cross-sectional length of column template (4), square tube I(5) and square tube II(6) between the upper and lower every setting, square tube I(5) and square tube II(6) between gap be greater than the diameter of Screw arbor with nut at both-ends (2), square tube I(5) and square tube II(6) welded together by junction steel plate (7), junction steel plate (7) and square tube I(5) and square tube II(6) two ends form " U " shape open slot (8), described reinforcing rod member (1) is separately positioned on four sides of column template (4), the reinforcing rod member (1) of relative two sides is respectively in same level, Screw arbor with nut at both-ends (2) is each passed through " U " shape open slot (8) on the reinforcing rod member (1) of relative two sides, the two ends of Screw arbor with nut at both-ends (2) are used " 3 " shape to block (3) respectively and are fixed, by the reinforcing rod member (1) of column template (4) four sides, Screw arbor with nut at both-ends (2) and " 3 " shape card (3), column template is tightly fixing.
2. the adjustable column template of one according to claim 1 reinforces mould, it is characterized in that: junction steel plate (7) is symmetrically welded at square tube I(5) and square tube II(6) the medial surface of the left and right sides and lateral surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420805429.3U CN204370803U (en) | 2014-12-19 | 2014-12-19 | A kind of adjustable column template reinforces mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420805429.3U CN204370803U (en) | 2014-12-19 | 2014-12-19 | A kind of adjustable column template reinforces mould |
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| Publication Number | Publication Date |
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| CN204370803U true CN204370803U (en) | 2015-06-03 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201420805429.3U Active CN204370803U (en) | 2014-12-19 | 2014-12-19 | A kind of adjustable column template reinforces mould |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106150077A (en) * | 2016-06-23 | 2016-11-23 | 中国建筑第二工程局有限公司 | Super large wall post template support system |
| CN108193872A (en) * | 2018-01-10 | 2018-06-22 | 山西三建集团有限公司 | Reinforced concrete column formwork fastener and fastening method |
| CN110409823A (en) * | 2019-07-11 | 2019-11-05 | 中国建筑第八工程局有限公司 | Template reinforcing device and formwork reinforcement method |
| CN110424731A (en) * | 2019-08-02 | 2019-11-08 | 中国十七冶集团有限公司 | A kind of box-like bracing means of the cast-in-place newel post's template group of fabricated construction and implementation method |
-
2014
- 2014-12-19 CN CN201420805429.3U patent/CN204370803U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106150077A (en) * | 2016-06-23 | 2016-11-23 | 中国建筑第二工程局有限公司 | Super large wall post template support system |
| CN108193872A (en) * | 2018-01-10 | 2018-06-22 | 山西三建集团有限公司 | Reinforced concrete column formwork fastener and fastening method |
| CN110409823A (en) * | 2019-07-11 | 2019-11-05 | 中国建筑第八工程局有限公司 | Template reinforcing device and formwork reinforcement method |
| CN110424731A (en) * | 2019-08-02 | 2019-11-08 | 中国十七冶集团有限公司 | A kind of box-like bracing means of the cast-in-place newel post's template group of fabricated construction and implementation method |
| CN110424731B (en) * | 2019-08-02 | 2021-08-03 | 中国十七冶集团有限公司 | Cast-in-place end post template combined type reinforcing device with assembly type structure and implementation method |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |