CN101824909A - Pouring construction method of combination part between cylindrical component and beam poured by paper tube template - Google Patents
Pouring construction method of combination part between cylindrical component and beam poured by paper tube template Download PDFInfo
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- CN101824909A CN101824909A CN201010027272A CN201010027272A CN101824909A CN 101824909 A CN101824909 A CN 101824909A CN 201010027272 A CN201010027272 A CN 201010027272A CN 201010027272 A CN201010027272 A CN 201010027272A CN 101824909 A CN101824909 A CN 101824909A
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- paper web
- paper tube
- template
- web template
- poured
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Abstract
The invention relates to a pouring construction method of a combination part between a cylindrical component and a beam poured by a paper tube template, which is characterized in that: A. a position notch is cut on a paper tube template on the upper part of a cylinder body which is formed in pouring way, is still wrapped by the paper tube template and is close to a poured beam according to the width and the thickness of the beam to be poured, and a cylindrical clamp is arranged on the lower part with a mould cylinder body which is close to the notch; B. a plurality of vertically arranged strip-shaped clamp plate grid bars and an arc purlin enclosure which closely surrounds the clamp plate grid bars are arranged on the cutting part of the paper tube template which is provided with the notch to be consolidated by nails; C. two ends of the arc purlin enclosure are fixedly connected with a clamp plate side mould at two side edges of the poured beam through horse-riding nails, so the formed concrete cylinder body with the paper tube template is reasonably connected with the beam template which is arranged on the cylinder body, and the normal concrete pouring procedure is proceeded according to the conventions.
Description
Technical field
The present invention relates to a kind of building construction technology, the cylindrical component that especially a kind of paper web template is built and the pouring construction method of beam joint portion belong to paper web formwork construction technology class.
Background technology
Because the pouring technique that utilizes the paper web template to carry out building structural member is a kind of a large amount of wooden template of both can having saved, can improves the external surface form again and reduce construction cost, so be a kind of concrete construction technology with large development prospect.But building field is also under test at home, does not see complete possible technique scheme as yet and openly reports.Especially after the pillar type column of finishing the building main truss is built, how on the basis of this pillar type column, realize that the pillar type column and the associativity of other frame girder build, just become a big problem of using the paper web mould to build.
Summary of the invention
Purpose of the present invention: propose a kind of method that is applicable to that concreting is carried out in circular abutment that the paper web template is built and crossbearer beam joint portion, make and utilize the paper web template to carry out the on-site concrete pouring technique to be promoted the use of widely in China's building trade.
The cylindrical component that this paper web template is built and the pouring construction method of beam joint portion:
At first building moulding, and still be wrapped in the cylinder top of the close casting beams of paper web template, width and thickness according to the need casting beams cut out corresponding position breach in the paper web template, and are setting up a post clamp near on the bottom band mould cylinder of indentation, there;
Then will be the cutting part of paper web template behind the gap,, and add an arc at the clamping plate grizzly bar and enclose purlin by the reinforcing of row's nail with vertically disposed some strip clamping plate grizzly bars.
Enclose the two ends of purlin by arc at last and the clamping plate side form of casting beams dual-side is fixed with staple, finish the concrete cylindrical of molded band paper web template and the reasonable link that beam forms is set up on top thus, and enter the normal casting process of concrete routinely.
The cylindrical component that this paper web template that proposes according to above technical scheme is built and the pouring construction method of beam joint portion, not only made full use of the paper web template, the while also provides a kind of very simple and feasible method for organic reasonable link of cylinder and casting beams.
Description of drawings
Fig. 1 is should be with beam column of the present invention joint portion plane structure schematic diagram;
Fig. 2 is the facade structures schematic diagram of beam column joint portion;
Fig. 3 is the local enlarged diagram of Fig. 1.
Among the figure: 1-concrete cylindrical 2-paper web template 3-clamping plate grizzly bar 4-arc encloses purlin 5-clamping plate beam side 6-beam 7-post clamp 8-clamping plate beam bottom board wood joist 9-clamping plate beam side and encloses purlin
The specific embodiment
Below in conjunction with Figure of description, further set forth the present invention and provide the specific embodiment of the present invention.
The cylindrical component that this paper web template is built and the pouring construction method of beam joint portion are as follows:
At first building moulding, and still be wrapped in the cylinder top of the close casting beams of paper web template, width and thickness according to the need casting beams cut out corresponding position breach in the paper web template, and are setting up a post clamp near on the bottom band mould cylinder of indentation, there; Simultaneously, processing is sealed at paper web template opening place, prevent that water or the concrete when carrying out frame girder builds from penetrating into the paper web inner chamber by this otch with polyurethane.
Then will be the cutting part of paper web template behind the gap,, and add an arc at the clamping plate grizzly bar and enclose purlin by the reinforcing of row's nail with vertically disposed some strip clamping plate grizzly bars.
Enclose the two ends of purlin by arc at last and the clamping plate side form of casting beams dual-side is fixed with staple, finish the concrete cylindrical of molded band paper web template and the reasonable link that beam forms is set up on top thus, and enter the normal casting process of concrete routinely.
Claims (1)
1. the paper web template cylindrical component of building and the pouring construction method of beam joint portion: it is characterized in that:
A, at first building moulding, and still be wrapped in the cylinder top of the close casting beams of paper web template, width and thickness according to the need casting beams cut out corresponding position breach in the paper web template, and are setting up a post clamp near on the bottom band mould cylinder of indentation, there;
B, then will be the cutting part of paper web template behind the gap, with vertically disposed some strip clamping plate grizzly bars and tightly be centered around the outer arc of clamping plate grizzly bar and enclose purlin with the reinforcing of row's nail;
C, enclose the two ends of purlin by arc at last and the clamping plate side form of casting beams dual-side is fixed with staple, finish the concrete cylindrical of molded band paper web template and the reasonable link that beam forms is set up on top thus, and enter the normal casting process of concrete routinely.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010027272A CN101824909A (en) | 2010-01-15 | 2010-01-15 | Pouring construction method of combination part between cylindrical component and beam poured by paper tube template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010027272A CN101824909A (en) | 2010-01-15 | 2010-01-15 | Pouring construction method of combination part between cylindrical component and beam poured by paper tube template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101824909A true CN101824909A (en) | 2010-09-08 |
Family
ID=42689054
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201010027272A Pending CN101824909A (en) | 2010-01-15 | 2010-01-15 | Pouring construction method of combination part between cylindrical component and beam poured by paper tube template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101824909A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104878698A (en) * | 2015-06-09 | 2015-09-02 | 中国五冶集团有限公司 | Column-concreting far-end fixing system with telescopic cylinder structure |
| CN105019659A (en) * | 2015-06-09 | 2015-11-04 | 中国五冶集团有限公司 | Sliding-type rapidly open-close locking structure for pouring of concrete column |
| CN109083401A (en) * | 2018-09-25 | 2018-12-25 | 中国五冶集团有限公司 | The template erection method and formwork structure of cylinder beam and frame girder connection |
-
2010
- 2010-01-15 CN CN201010027272A patent/CN101824909A/en active Pending
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104878698A (en) * | 2015-06-09 | 2015-09-02 | 中国五冶集团有限公司 | Column-concreting far-end fixing system with telescopic cylinder structure |
| CN105019659A (en) * | 2015-06-09 | 2015-11-04 | 中国五冶集团有限公司 | Sliding-type rapidly open-close locking structure for pouring of concrete column |
| CN104878698B (en) * | 2015-06-09 | 2017-02-22 | 中国五冶集团有限公司 | Column-concreting far-end fixing system with telescopic cylinder structure |
| CN105019659B (en) * | 2015-06-09 | 2017-03-08 | 中国五冶集团有限公司 | A kind of rapidly opened and closed concrete column of slidingtype pours latch-up structure |
| CN109083401A (en) * | 2018-09-25 | 2018-12-25 | 中国五冶集团有限公司 | The template erection method and formwork structure of cylinder beam and frame girder connection |
| CN109083401B (en) * | 2018-09-25 | 2021-01-26 | 中国五冶集团有限公司 | Template erection method and template structure for joint of cylindrical beam and frame beam |
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| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
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| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20100908 |