CN103485418B - The method of the indirect stubble of concrete - Google Patents
The method of the indirect stubble of concrete Download PDFInfo
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- CN103485418B CN103485418B CN201310446666.5A CN201310446666A CN103485418B CN 103485418 B CN103485418 B CN 103485418B CN 201310446666 A CN201310446666 A CN 201310446666A CN 103485418 B CN103485418 B CN 103485418B
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The present invention provides the method for the indirect stubble of a kind of concrete, including: during the template of xoncrete structure is set up, template bar is fixed on the position suitable for reading of template；After completing concreting and carrying out form removable, template bar is repaired at the groove that batch position caused that connects of understructure and the superstructure of concrete, straight connect stubble to be formed.Can solve the problem that the interlayer of xoncrete structure connects the problems such as the spillage existing for batch position, faulting of slab ends, rough and uneven in surface and perception be bad by the present invention, make the presentation quality of building be further improved.
Description
Technical field
The present invention relates to technical field of building construction, more specifically, relate to a kind of xoncrete structure interlayer
The method connecing stubble.
Background technology
Along with people are to the concern of the presentation quality of xoncrete structure and attention, the interlayer to xoncrete structure
The process connecing batch position is increasingly becoming a very important operation in construction.Due to traditional framework
The interlayer of the xoncrete structure such as structure and shear wall structure connect a batch position be constantly present spillage, rough and uneven in surface,
The problems such as faulting of slab ends, leakiness of vibrating, perception are bad, thus have influence on the presentation quality of building.
Although the structure of building itself can't be brought potential safety hazard by the presentation quality of building, but
Work progress is medium-term and long-term is exposed to people at the moment, affects structure perception and checks and accepts, and repairs difficulty, and then
The image of construction enterprises is caused bad impact.
Connecing, in order to make up the interlayer of xoncrete structure, the problem that batch position exists, current way is at interlayer
Connect batch position and paste sponge strip, to prevent concrete stream from starching.Fig. 1 shows that existing concrete layer is indirect
The constructing structure at stubble position.
As it is shown in figure 1, after form removal, in order to reach to connect the effect that batch position is straight, installing concrete
Superstructure template before, paste a sponge strip at batch position 11 ' of connecing of xoncrete structure, then use
Flitch 13 ' and template 14' are fixed by split bolt 12 ', complete the formwork erection to superstructure.
Although the interlayer that the mode pasting sponge strip can reduce and improve xoncrete structure accordingly connects a batch position
Existing problem, but after the sponge strip that cleaning is pasted, connect batch position the most straight and attractive in appearance, and
And if the surface smoothness of xoncrete structure is poor, even if having pasted sponge strip, still can not hinder
The generation of fluid stopping slurry problem.
Summary of the invention
In view of the above problems, the method that it is an object of the invention to provide the indirect stubble of a kind of concrete,
Connect stream slurry that batch position exists and the problem such as perception is bad solving the interlayer of xoncrete structure.
The method of the indirect stubble of concrete provided by the present invention includes:
During the template of xoncrete structure is set up, template bar is fixed on the position suitable for reading of template；
After completing concreting and carrying out form removable, by template bar concrete understructure with
The groove produced by batch position that connects of superstructure is repaired, and straight connects stubble to be formed.
Wherein, use nail nail or gluing mode that template bar is fixed on the position suitable for reading of template.
Wherein, the width of template bar and the consistency of thickness of template.
The method utilizing the above-mentioned indirect stubble of the concrete according to the present invention, it is possible to solve concrete knot
The interlayer of structure connects the problems such as the spillage existing for batch position, faulting of slab ends, rough and uneven in surface and perception be bad, makes to build
The presentation quality building thing is improved further.
In order to realize above-mentioned and relevant purpose, one or more aspects of the present invention include below will be in detail
The feature illustrating and being particularly pointed out in the claims.Description below and accompanying drawing are described in detail this
Some bright illustrative aspects.But, the principle that only can use the present invention of these aspects instruction
Some modes in various modes.Additionally, it is contemplated that include all these aspect and they etc.
Jljl.
Accompanying drawing explanation
By with reference to below in conjunction with the explanation of accompanying drawing and the content of claims, and along with to the present invention
Be more fully understood from, other purpose of the present invention and result will be more apparent and should be readily appreciated that.In the accompanying drawings:
Fig. 1 is the constructing structure schematic diagram at existing concrete layer indirect stubble position；
Fig. 2 is the method flow schematic diagram of the indirect stubble of the concrete according to the embodiment of the present invention；
Fig. 3 is that the interlayer of the xoncrete structure according to the embodiment of the present invention connects a batch position constructing structure schematic diagram.
In figure: connect a batch position 11 '；Split bolt 12,12 '；Flitch 13,13 '；Template 14,14 '；
21, batten.
The most identical label indicates similar or corresponding feature or function.
Detailed description of the invention
Below with reference to accompanying drawing, the specific embodiment of the present invention is described in detail.
Although using the mode pasting sponge strip can improve concrete indirect stubble position for aforementioned
The spillage that exists and the problem such as perception is bad, if but the surface smoothness of xoncrete structure is poor,
The mode of stickup sponge strip is still not able to stream slurry and the perception stoping the interlayer of xoncrete structure to connect batch position
The generation of quality problems.The present invention is by the way of using at the fixed form bar suitable for reading of template, it is possible to thorough
The end, solves the interlayer of xoncrete structure and connects the stream slurry existing for batch position and the problem such as perception is bad, makes building
The presentation quality of thing is improved further.
For the method that the indirect stubble of concrete that the present invention provides is described, Fig. 2 shows according to this
The method flow of the indirect stubble of concrete of inventive embodiments.
As in figure 2 it is shown, the method for the indirect stubble of concrete of present invention offer includes:
S210: during the template of xoncrete structure is set up, is fixed on the upper oral part of template by template bar
Position.Wherein it is possible to use nail nail or gluing mode that template bar is fixed on the position suitable for reading of template.
S220: after completing concreting and carrying out form removable, by template bar in the lower floor of concrete
The groove produced by batch position that connects of structure and superstructure is repaired, and straight connects stubble to be formed.
Wherein, in order to make building repairing attractive in appearance and after form removal be more prone to, the width of template bar
Should be with the consistency of thickness of template, or the thickness of the width ratio template of template bar is the widest.
It should be noted that due to template suitable for reading fixing set up one consistent with this template thickness
Template bar, therefore after pouring complete concrete and carrying out form removal, the interlayer of xoncrete structure connects a batch position
Arise that a groove consistent with mould width of sheet.When pouring the concrete on upper strata, template is downward,
Naturally can flow in groove along template for pouring the mortar of upper strata xoncrete structure.Coagulation on upper strata
After soil pours complete and form removal, only need to be by the groove connecing batch position of concrete superstructure Yu understructure
Repair a little, it becomes possible to form one and straight connect stubble.
From the flow process shown in Fig. 2 it can be seen that the method for the indirect stubble of concrete that provides of the present invention
Can solve the problem that the interlayer of xoncrete structure connects the spillage existing for batch position, faulting of slab ends, rough and uneven in surface and perception
The problem such as bad, improves the presentation quality of building further.
For the method that the indirect stubble of concrete of present invention offer specifically and is intuitively described,
Fig. 3 shows that the interlayer of xoncrete structure according to embodiments of the present invention connects a batch position constructing structure.
As it is shown on figure 3, in the formwork erection construction of the understructure of xoncrete structure, use in template
The mode of upper fixed form bar, by batten 21(i.e. template bar) follow closely at the position suitable for reading of template 14.In order to
Make template 14 can have bigger bearing capacity, use split bolt 12 by solid to flitch 13 and template 14
It is fixed, so that the support of whole form work engineering is more solid and reliable.
Owing to having set up batten 21 at the position suitable for reading of template 14, therefore, the concrete in understructure waters
Build complete and after completing form removal, set up the position of batten 21 there will be one consistent with the width of batten 21
Groove, in the example of the present invention, the width of batten 21 is 1cm, and therefore the width of groove is also 1cm.
It should be noted that occur that the position of groove is i.e. that the interlayer of xoncrete structure connects a batch position.Complete
After the template becoming the superstructure of concrete is set up and carried out concreting, owing to pouring the coagulation on upper strata
During soil, template 14 is downward, naturally can stay in groove for pouring the mortar of upper strata xoncrete structure.Cause
This is after carrying out form removal to the superstructure of concrete, by batten 21 in the superstructure of concrete and lower floor
The interlayer of structure connects groove produced by batch position and repairs a little, it becomes possible to form straight connecing
Stubble, thus the interlayer thoroughly solving xoncrete structure connects the spillage existing for batch position and perception is bad etc. builds
Build the appearance quality of thing.
The indirect stubble of the concrete according to the present invention is described in an illustrative manner above with reference to accompanying drawing
Method.It will be understood by those skilled in the art, however, that the concrete knot that the invention described above is proposed
Structure interlayer connects the method for stubble, it is also possible to make various improvement on the basis of without departing from present invention.Cause
This, protection scope of the present invention should be determined by the content of appending claims.
Claims (2)
1. a method for the indirect stubble of concrete, including:
During the template of xoncrete structure is set up, by the template of width Yu the consistency of thickness of described template
Bar is fixed on the position suitable for reading of described template；
After completing concreting and carrying out form removable, the interlayer at xoncrete structure connects a batch position and goes out
An existing groove consistent with described mould width of sheet, when pouring the concrete on upper strata, under described template
Prolong, be used in the mortar pouring upper strata xoncrete structure and flow in described groove along described template；
Concreting on upper strata is complete and after form removal, by described template bar in the lower floor of described concrete
The groove produced by batch position that connects of structure and superstructure is repaired, and straight connects stubble to be formed.
2. the method for the indirect stubble of concrete as claimed in claim 1, wherein, use nail nail or
Described template bar is fixed on the position suitable for reading of described template by the gluing mode of person.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310446666.5A CN103485418B (en) | 2013-09-26 | 2013-09-26 | The method of the indirect stubble of concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310446666.5A CN103485418B (en) | 2013-09-26 | 2013-09-26 | The method of the indirect stubble of concrete |
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| Publication Number | Publication Date |
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| CN103485418A CN103485418A (en) | 2014-01-01 |
| CN103485418B true CN103485418B (en) | 2016-09-14 |
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| CN201310446666.5A Active CN103485418B (en) | 2013-09-26 | 2013-09-26 | The method of the indirect stubble of concrete |
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Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102943564A (en) * | 2012-10-23 | 2013-02-27 | 中国华冶科工集团有限公司 | Flexible concrete rabbet connecting construction method |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100449068C (en) * | 2006-09-05 | 2009-01-07 | 南通四建集团有限公司 | Method for jointing concrete of upper layer and lower layer of concrete wall |
| CN101644079B (en) * | 2009-06-08 | 2010-12-29 | 中铁建工集团有限公司 | Construction method of reinforced concrete shear wall body |
| KR101120588B1 (en) * | 2009-11-09 | 2012-03-09 | (주)유송엔지니어링 | Vertical joint frame for improving monolithic concrete |
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2013
- 2013-09-26 CN CN201310446666.5A patent/CN103485418B/en active Active
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102943564A (en) * | 2012-10-23 | 2013-02-27 | 中国华冶科工集团有限公司 | Flexible concrete rabbet connecting construction method |
Non-Patent Citations (1)
| Title |
|---|
| 混凝土层间接茬施工工法.doc(网址：http://wenku.baidu.com/link?url=FlO8TCnMXM BUh1N5JqaIL4JBzngVK1CUh1Funo6EvipWI339bXgl_ZbMDtoxGnk9SQ7bMi7i4fS27fYdlJbTFbciJHKxtXv3pAqpF1-uZHe&from_mod=download);徐俊文，等;《百度文库》;20111122;第1-2页 * |
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