CN103485423B - The method of ater-casting indwelling - Google Patents
The method of ater-casting indwelling Download PDFInfo
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- CN103485423B CN103485423B CN201310446923.5A CN201310446923A CN103485423B CN 103485423 B CN103485423 B CN 103485423B CN 201310446923 A CN201310446923 A CN 201310446923A CN 103485423 B CN103485423 B CN 103485423B
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Abstract
The invention provides the method for a kind of ater-casting indwelling.The method comprises the following steps: lay cement mortar bar near side, ater-casting under the plate hypodermis reinforcing bar on bed course; Arrange reinforcing rod at cement mortar bar near side, described ater-casting, reinforcing rod is connected between plate epithelium reinforcing bar and plate hypodermis reinforcing bar, wherein, reinforcing rod is provided with gauze wire cloth; Setting completed for reinforcing rod, and sponge strip fixed by the plate epithelium reinforcing bar of reinforcing rod side, and the cement mortar bar of sponge strip and homonymy is positioned on same perpendicular.Utilize the method for above-mentioned ater-casting indwelling can saving of work and time, increase work efficiency, and prevent from building in the concrete process of both sides, ater-casting and have concrete or cement paste to enter in ater-casting.
Description
Technical field
The present invention relates to technical field of building construction, more specifically, relate to the method for a kind of ater-casting indwelling.
Background technology
In the work progress in highrise building and group room, pouring concrete is absolutely necessary one of important construction link.Due to change and the contraction of newly placed concrete in scleroma process of the stress in integral construction process, differential settlement and shrinkage stress can be produced.Therefore, need to establish ater-casting to solve differential settlement and to reduce the problem of shrinkage stress in construction.
In current building construction process, for preventing monolithic reinforced concrete structure due to temperature, shrinking uneven issuable harmful cracks, general according to the requirement of design planning job specfication, stay establish temporary construction to stitch in foundation slab, wall, beam relevant position, structure is temporarily divided into several part, shrink through inside configuration, water again after the some time and smash this constuction joint concrete, structure is linked to be entirety.Considerable influence is had to the safe handling of building structure and life-span.
But, because building of ater-casting is generally build after complete 42 days or 2 months in periphery concreting again, therefore build the concrete process of ater-casting periphery and be easy to concrete or mortar flows in ater-casting, cause time-consuming.In addition, tiny foreign material are difficult to cleaning also can affect Surface Quality of Concrete, thus produces harmful effect to the safe handling of building structure and life-span.
Summary of the invention
In view of the above problems, the object of this invention is to provide the method for a kind of ater-casting indwelling, comprising:
First, cement mortar bar is laid near side, ater-casting under the plate hypodermis reinforcing bar on bed course;
Then, arrange reinforcing rod at cement mortar bar near side, ater-casting, reinforcing rod is connected between plate epithelium reinforcing bar and plate hypodermis reinforcing bar, wherein, reinforcing rod is provided with gauze wire cloth;
Finally, setting completed for reinforcing rod, and sponge strip fixed by the plate epithelium reinforcing bar of reinforcing rod side, and the cement mortar bar of sponge strip and homonymy is positioned on same perpendicular.
Wherein, preferred scheme is, the length of cement mortar bar equals the length of ater-casting, and thickness equals the thickness of plate hypodermis reinforcing bar to bed course.
Wherein, preferred scheme is, the length of sponge strip equals the length of ater-casting, and fastens with lumps of wood tighten, and the thickness sum of sponge strip and the lumps of wood equals the thickness of plate hypodermis reinforcement cover.
Wherein, preferred scheme is, reinforcing rod is on average arranged between plate epithelium reinforcing bar and plate hypodermis reinforcing bar vertically with the spacing preset.
Wherein, preferred scheme is, plate epithelium reinforcing bar and plate hypodermis reinforcing bar are an entirety respectively, and in ater-casting, place does not disconnect.
Utilize the method for above-mentioned ater-casting indwelling, can prevent in the concrete process of building both sides, ater-casting, have concrete or mortar to flow in ater-casting, saving of work and time, thus ensure concrete presentation quality in building operations, increase work efficiency.
In order to realize above-mentioned and relevant object, will describe in detail and the feature particularly pointed out in the claims after one or more aspect of the present invention comprises.Explanation below and accompanying drawing describe some illustrative aspects of the present invention in detail.But what these aspects indicated is only some modes that can use in the various modes of principle of the present invention.In addition, the present invention is intended to comprise all these aspects and their equivalent.
Accompanying drawing explanation
By reference to the content below in conjunction with the description of the drawings and claims, and understand more comprehensively along with to of the present invention, other object of the present invention and result will more be understood and should be readily appreciated that.In the accompanying drawings:
Fig. 1 shows the phantom drawing of the method for the ater-casting indwelling according to the embodiment of the present invention;
Fig. 2 shows the front view of the method for the ater-casting indwelling according to the embodiment of the present invention;
Fig. 3 shows the lateral view of the method for the ater-casting indwelling according to the embodiment of the present invention.
Reference numeral wherein comprises: reinforcing rod 1, sponge strip and the lumps of wood 2, plate epithelium reinforcing bar 3, plate hypodermis reinforcing bar 4, cement mortar bar 5, bed course 6, gauze wire cloth 7.
Label identical in all of the figs indicates similar or corresponding feature or function.
Detailed description of the invention
Below with reference to accompanying drawing, specific embodiments of the invention are described in detail.
Fig. 1 shows the phantom drawing of the method for the ater-casting indwelling according to the embodiment of the present invention.
As shown in Figure 1, the plate hypodermis reinforcing bar on bed course 6 lays cement mortar bar 5 near side, ater-casting 4 times; Article two, the length of parallel cement mortar bar 5 equals the length of ater-casting; the height of cement mortar bar 5 equals the height of bed course 6 to plate hypodermis reinforcing bar 4; width can need to arrange according to the construction of reality, can prevent having concrete or cement paste to enter in the ater-casting of below plate hypodermis reinforcing bar 4 topping building in the Concrete beyond ater-casting like this.
Part except ater-casting is after concreting, and the part between plate hypodermis reinforcing bar 4 and bed course 6 is the topping of plate hypodermis reinforcing bar 4.
Fig. 2 shows the front view of the method for the ater-casting indwelling according to the embodiment of the present invention.
As shown in Figure 2, after cement mortar bar 5 has been laid, arrange reinforcing rod 1 at cement mortar bar 5 near the side of ater-casting, reinforcing rod 1 is connected between plate epithelium reinforcing bar 3 and plate hypodermis reinforcing bar 4.Wherein, reinforcing rod 1 is provided with gauze wire cloth 7.Gauze wire cloth 7 enters in ater-casting for the concrete and other foreign material of isolating different model.Wherein, reinforcing rod 1 is used for bearing bar net 7, and has reinforcement effect to the pouring concrete of both sides, ater-casting, and its spacing can be determined according to practice of construction situation.
Reinforcing rod 1 is after setting completed, and onboard above skin reinforcing bar 3, the position being positioned at both sides, ater-casting presses one deck sponge strip respectively, and the sponge strip lumps of wood is fixed, for having concrete or cement paste to enter ater-casting above preventing board epithelium reinforcement cover.Wherein, the part except ater-casting is after concreting, and plate epithelium reinforcing bar 3 take upper part as plate epithelium reinforcing bar 3 topping with it.Wherein, the height sum of sponge strip and the lumps of wood 2 equals the thickness of plate epithelium reinforcing bar 3 topping.
Fig. 3 shows the lateral view of the method for the ater-casting indwelling according to the embodiment of the present invention.
According to the method for ater-casting of the present invention indwelling, after having constructed, the side, isolation strip of both sides, ater-casting as shown in Figure 3.Wherein, be cement mortar bar 5 between bed course 6 and plate hypodermis reinforcing bar 4, the top of skin reinforcing bar 3 is fixed with sponge strip and the lumps of wood 2 onboard, reinforcing rod 1 is connected with between plate epithelium reinforcing bar 3 and plate hypodermis reinforcing bar 4, its spacing can be determined according to actual conditions, reinforcing rod 1 is provided with gauze wire cloth 7, prevents various foreign matter from entering in ater-casting.
Above-described plate epithelium reinforcing bar 3 and plate hypodermis reinforcing bar 4 are an overall bar construction respectively, and in ater-casting, place does not disconnect.
Above-described sponge strip and the lumps of wood 2 are all arranged on bar construction with cement mortar bar 5, and leave edge, ater-casting certain distance, to prevent having cement paste to enter in ater-casting in water cement mortar bar 5 process of deployment, facilitate workman to construct, and can guarantee to stop the concrete of building in the concrete work progress in both sides, ater-casting to enter in ater-casting in time.
After more than having operated; carry out the concreting of both sides, ater-casting again; so just can effectively concrete or cement paste be had to enter in ater-casting below preventing board hypodermis reinforcing bar 3 topping and more than plate epithelium reinforcing bar 4 topping; a large amount of saving engineering time; ensure construction presentation quality, increase work efficiency.
The method according to ater-casting of the present invention indwelling is described in an illustrative manner above with reference to Fig. 1, Fig. 2 and Fig. 3.But, it will be appreciated by those skilled in the art that the method for the ater-casting indwelling that the invention described above is proposed, various improvement can also be made on the basis not departing from content of the present invention.Therefore, protection scope of the present invention should be determined by the content of appending claims.
Claims (5)
1. a method for ater-casting indwelling, comprising:
Cement mortar bar (5) is laid near side, ater-casting under plate hypodermis reinforcing bar (4) on bed course (6);
Described cement mortar bar (5), reinforcing rod (1) is set near side, described ater-casting, described reinforcing rod (1) is connected between plate epithelium reinforcing bar (3) and plate hypodermis reinforcing bar (4), wherein, described reinforcing rod (1) is provided with gauze wire cloth (7);
Setting completed for described reinforcing rod (1), at plate epithelium reinforcing bar (3) the upper fixing sponge strip of described reinforcing rod (1) away from side, described ater-casting, the cement mortar bar (5) of described sponge strip and homonymy is positioned on same perpendicular; Wherein, described sponge strip is fastened by lumps of wood tighten;
All there is spacing with described ater-casting in described sponge strip, the lumps of wood and cement mortar bar (5).
2. the method for ater-casting indwelling as claimed in claim 1, wherein,
The length of described cement mortar bar (5) equals the length of ater-casting, and thickness equals the thickness of plate hypodermis reinforcing bar (4) to bed course (6).
3. the method for ater-casting indwelling as claimed in claim 1, wherein,
The length of described sponge strip equals the length of ater-casting, and the thickness sum of described sponge strip and the described lumps of wood equals the thickness of plate hypodermis reinforcement cover.
4. the method for ater-casting indwelling as claimed in claim 1, wherein,
Described reinforcing rod (1) is on average arranged between plate epithelium reinforcing bar (3) and plate hypodermis reinforcing bar (4) vertically with the spacing preset.
5. the method for the ater-casting indwelling as described in claim 1 or 4, wherein,
Described plate epithelium reinforcing bar (3) and plate hypodermis reinforcing bar (4) are an entirety respectively, and in ater-casting, place does not disconnect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310446923.5A CN103485423B (en) | 2013-09-26 | 2013-09-26 | The method of ater-casting indwelling |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310446923.5A CN103485423B (en) | 2013-09-26 | 2013-09-26 | The method of ater-casting indwelling |
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| Publication Number | Publication Date |
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| CN103485423A CN103485423A (en) | 2014-01-01 |
| CN103485423B true CN103485423B (en) | 2015-12-02 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201310446923.5A Active CN103485423B (en) | 2013-09-26 | 2013-09-26 | The method of ater-casting indwelling |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926782A (en) * | 2016-04-26 | 2016-09-07 | 中国十九冶集团有限公司 | Concrete post-pouring strip construction method |
| CN109252548B (en) * | 2018-11-01 | 2020-11-17 | 上海宝冶集团有限公司 | Construction method for reserving post-cast strip of foundation bottom plate |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0519146A1 (en) * | 1991-06-17 | 1992-12-23 | Brefeba N.V. | Stop-end shuttering |
| WO2004065694A1 (en) * | 2002-12-17 | 2004-08-05 | Gse | System for transferring loads between cast-in-place slabs |
| CN101832026A (en) * | 2010-04-07 | 2010-09-15 | 南通建工集团股份有限公司 | Construction method of sole plate post-poured strip form bracing system |
| CN102373715A (en) * | 2011-07-29 | 2012-03-14 | 中国二十二冶集团有限公司 | Advance water stop construction method of post poured band of fundamental plane part and external wall of underground part |
| CN202483061U (en) * | 2011-12-19 | 2012-10-10 | 中国华冶科工集团有限公司 | Post-cast strip supporting formwork |
| CN102720216A (en) * | 2012-07-11 | 2012-10-10 | 南通市达欣工程股份有限公司 | Foundation post-pouring belt template constructing method |
-
2013
- 2013-09-26 CN CN201310446923.5A patent/CN103485423B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0519146A1 (en) * | 1991-06-17 | 1992-12-23 | Brefeba N.V. | Stop-end shuttering |
| WO2004065694A1 (en) * | 2002-12-17 | 2004-08-05 | Gse | System for transferring loads between cast-in-place slabs |
| CN101832026A (en) * | 2010-04-07 | 2010-09-15 | 南通建工集团股份有限公司 | Construction method of sole plate post-poured strip form bracing system |
| CN102373715A (en) * | 2011-07-29 | 2012-03-14 | 中国二十二冶集团有限公司 | Advance water stop construction method of post poured band of fundamental plane part and external wall of underground part |
| CN202483061U (en) * | 2011-12-19 | 2012-10-10 | 中国华冶科工集团有限公司 | Post-cast strip supporting formwork |
| CN102720216A (en) * | 2012-07-11 | 2012-10-10 | 南通市达欣工程股份有限公司 | Foundation post-pouring belt template constructing method |
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| CN103485423A (en) | 2014-01-01 |
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