CN102561692A - Method and template for pouring concrete beam or column with embedded part at top - Google Patents
Method and template for pouring concrete beam or column with embedded part at top Download PDFInfo
- Publication number
- CN102561692A CN102561692A CN2010106006323A CN201010600632A CN102561692A CN 102561692 A CN102561692 A CN 102561692A CN 2010106006323 A CN2010106006323 A CN 2010106006323A CN 201010600632 A CN201010600632 A CN 201010600632A CN 102561692 A CN102561692 A CN 102561692A
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Abstract
The invention discloses a method and a template for pouring a concrete beam or column with an embedded part at the top. To pour a concrete beam or column with an embedded part by use of a pouring template, a pouring vibration hole is made in advance on the side surface of the pouring template of the beam or column; then the embedded part is fixed in the pouring template of the beam or column according to the using requirement before concrete pouring is carried out; if the concrete cannot be poured into the pouring template of the beam or column in a conventional manner or a vibration rod cannot extend into the pouring template of the beam or column for vibration in a conventional manner due to the embedded part at the top of the concrete beam or column, the concrete is poured or vibrated through the pouring vibration hole made in advance on the side surface of the pouring template of the beam or column. The template disclosed by the invention has the advantages of simple structure, convenience in use, relatively low manufacturing cost, good construction quality and the like.
Description
Technical field
The present invention relates to concrete beam or post pouring procedure and template that a kind of top has built-in fitting, belong to technical field of building construction.
Background technology
In industrial construction, often need be on floor beam or post place apparatus, beam or post and equipment are that the built-in fitting through beam or capital welds and is connected, and are to satisfy installations needs to set up and put the top of bigger built-in fitting at beam or post.The sequence of construction of built-in fitting beam or post generally is at first colligation beam or post reinforcing bar, strutbeam or post cast template then, fixing built-in fitting, last fluid concrete.But in the middle of practical design and construction; Consider economy, the beam or the post of broad need be set, usually cause built-in fitting width and beam or post width to differ little; The operating surface width is not enough; Make concrete be difficult to cast, vibrating spear is difficult to stretch into and vibrates, and can't guarantee the vibration compacting of beam or post.If the closely knit of beam or post can't guarantee that will cause beam or post to be easy in use be destroyed.At present, processing method commonly used is after pouring beam or post concrete, before concrete initial set, built-in fitting to be pressed in the concrete on the engineering.But because the inconvenience of concrete resistance and operation often causes the damage of built-in fitting out-of-flatness, cast template or the distortion of built-in fitting anchor bar, thereby does not reach instructions for use from now on.Therefore, existing top has the concrete beam of built-in fitting or the pouring procedure of post still is not ideal enough, the needs that still can not satisfy construction and use.
Summary of the invention
The object of the present invention is to provide a kind of simple in structure, easy to use, cost of manufacture is lower, and can guarantee that the top of construction quality has concrete beam or the post pouring procedure and the template of built-in fitting, to overcome the deficiency of existing job practices.
The present invention realizes like this; A kind of top of the present invention has the concrete beam or the post pouring procedure of built-in fitting; Comprise and adopt cast template to pour into a mould concrete beam or the post that has built-in fitting; When concrete beam that adopts cast template to pour into a mould to have built-in fitting or post; On the Side shuttering of the cast template of beam or post, produce the cast hole of vibrating in advance; Carry out concrete pouring again after being fixed on built-in fitting in the cast template of beam or post earlier by instructions for use then, can't stretch into by routine when vibrating in the cast template of beam or post, carry out concrete pouring or vibrate through this cast that is arranged on the cast template side of beam or post in advance hole of vibrating when can't in the cast template of beam or post, carry out fluid concrete or vibrating spear because of the built-in fitting that is arranged on concrete beam or column top by routine.
When the hole of vibrating through the cast that is arranged on the cast template side is in advance carried out concrete pouring and vibrated after hours; Concrete initial set in the template to be cast can be removed the Side shuttering of the cast template of beam or post later on, will water the concrete beam that outpours or post side simultaneously and cut because of the cast unnecessary concrete block that the hole forms that vibrates.
A kind of top that is used for the inventive method has the concrete beam cast template of built-in fitting, comprises the beam cast template that is used for the fluid concrete beam, and the horizon direction is provided with more than one beam and pours into a mould the hole of vibrating in the Side shuttering upper edge of beam cast template.
On being vibrated in the hole in the cast of each beam on the Side shuttering of above-mentioned beam cast template, all be fixed with the cast funnel that vibrates, and the vibrate port height of funnel of cast equates with the top edge level height of beam cast template.
Above-mentioned each cast funnel that vibrates is all interconnected by two blocks of side plates, a front baffle board and an inclined bottom plate respectively and forms, and two blocks of side plates and inclined bottom plate are fixed on the beam cast and vibrate on the bore edges in hole.
A kind of top that is used for the inventive method has the concrete column cast template of built-in fitting, comprises the post cast template that is used for the fluid concrete post, is provided with the post cast hole of vibrating at the upper position place of the Side shuttering of post cast template.
The cast of above-mentioned post vibrate the center in hole to the top of post cast template apart from being 20～1000 millimeters.
On being vibrated in the hole in the cast of above-mentioned post, be fixed with the cast funnel that vibrates, and the vibrate port height of funnel of cast equates with the top height of post cast template.
The above-mentioned cast funnel that vibrates is interconnected by two blocks of side plates, a front baffle board and an inclined bottom plate and forms, and two blocks of side plates and inclined bottom plate are fixed on the post cast and vibrate on the bore edges in hole.
Owing to adopted technique scheme; Job practices provided by the present invention is different fully with prior art; Prior art is placed pouring concrete for the close built-in fitting of the width of width and beam or capital and is placed built-in fitting later on again; The present invention carries out fluid concrete after in advance built-in fitting being fixed again, so the various situation that the present invention structure top of being highly suitable for concrete beam or post is embedded with the built-in fitting of broad are used.The present invention adopts simply, practical, method and structure that investment is little, remedied the deficiency of prior art, improved the security reliability of engineering construction.The present invention need not drop into a large amount of funds and manpower when construction, when construction, its built-in fitting and structural beams or post once prop up mold forming and anchoring is reliable.The present invention can prevent effectively that fluid concrete beam or post or concrete beam or post can not be taken place by the situation of vibration compacting reliably because the built-in fitting broad makes that operating surface is less; And adopt the present invention can effectively improve the installation reliability of structural beams or capital built-in fitting.Therefore, the present invention compared with prior art, the present invention not only has advantage simple in structure, easy to use, but also has advantages such as cost of manufacture is lower, construction quality is good.
Description of drawings
Fig. 1 is a beam cast template of the present invention structural representation when using;
Fig. 2 is the A-A cross-sectional view of Fig. 1;
Fig. 3 is a post cast template of the present invention structural representation when using;
Fig. 4 is the plan structure sketch map of Fig. 3.
Being labeled as in the accompanying drawing: 1-beam cast template, the 1.1-beam is poured into a mould the hole of vibrating, and 2-pours into a mould the funnel that vibrates, 2.1-side plate, 2.2-front baffle board, the 2.3-inclined bottom plate, the 3-concrete beam, the 4-built-in fitting, 5-post cast template, the 5.1-post is poured into a mould the hole of vibrating, 6-concrete column.
The specific embodiment
Below in conjunction with accompanying drawing and embodiment the present invention is done further detailed description.
Embodiments of the invention 1: when embodiment of the present invention; Produce the concrete beam cast template that a kind of top that is used for the inventive method has built-in fitting earlier; The structural representation of this template is as depicted in figs. 1 and 2; Comprise the existing beam cast template 1 that is used for fluid concrete beam 3; On the Side shuttering of beam cast template 1, produce the more than one beam cast hole 1.1 (the vibrate quantity in hole 1.1 of beam cast can confirm according to actual mode of occupation, if when all being provided with built-in fitting 4 at the top of concrete beam, can a beam being set by every length at a distance from 0.5～2 meter and pouring into a mould the hole 1.1 of vibrating) of vibrating; On being vibrated in hole 1.1 in the cast of each beam on beam cast template 1 Side shuttering, all fix the cast funnel 2 that vibrates then, and the vibrate port height of funnel 2 of cast is made into the top edge level height of beam cast template 1 and equates; Preferably each cast funnel 2 that vibrates all is made into respectively by two blocks of side plates 2.1, a front baffle board 2.2 and an inclined bottom plate 2.3 and interconnects the chute structure (as shown in Figure 2) of forming tilting, and two blocks of side plates 2.1 and inclined bottom plate 2.3 are fixed on cast vibrate and get final product on the bore edges in hole 1.1; Pour into a mould the funnel 2 that vibrates and also can adopt traditional circular arc pyramidal structure.When adopting beam cast template 1 to pour into a mould the concrete beam 3 that has built-in fitting 4; The side of beam cast template 1 is produced the vibrate cast template in hole 1.1 of beam cast in advance to be supported by traditional approach; Carry out concrete pouring (can built-in fitting 4 be fixed on the reinforcing bar of the concrete beam of tying up in advance in the beam cast template 1) again after being fixed in the beam cast template 1 earlier by instructions for use built-in fitting 4 then; When fluid concrete; When can't stretching into by routine when vibrating in the beam cast template 1, carry out concrete pouring or vibrate getting final product through the beam cast that the is arranged on the cast template side in advance hole of vibrating because of the built-in fitting 4 that is arranged on concrete beam 3 tops can't carry out fluid concrete or vibrating spear by routine in beam cast template 1; When the hole 1.1 of vibrating through the beam cast that is arranged on beam cast template 1 side is in advance carried out concrete pouring and vibrated after hours; Treat that the concrete initial set in the beam cast template 1 can remove the Side shuttering of beam cast template 1 later on, will water the concrete beam side that outpours simultaneously and cut and remove because of vibrate unnecessary concrete block that hole 1.1 forms of the beam cast of beam cast template 1.
Embodiments of the invention 2: when embodiment of the present invention; Produce the concrete column cast template that a kind of top that is used for the inventive method has built-in fitting earlier; The structural representation of this template such as Fig. 3 and shown in Figure 4; Comprise the existing post cast template 5 that is used for the fluid concrete post; During making, produce the post cast hole 5.1 of vibrating at the upper position place of the Side shuttering of post cast template 5, preferably the vibrate center in hole 5.1 of this post cast is controlled at 20～1000 millimeters scope according to the size of the needs of use and post to the top distance of post cast template 5; In order to pour into a mould conveniently, can be on being vibrated in hole 5.1 in the post cast fixing on the cast funnel 2 that vibrates, and the vibrate port height of funnel 2 of cast is made into the top height of post cast template 5 and equates; The cast funnel 2 that vibrates can be made into the structure identical with embodiment 1; Promptly interconnect and form, and two blocks of side plates 2.1 and inclined bottom plate 2.3 are fixed on the post cast vibrate on the bore edges in hole 5.1 by two blocks of side plates 2.1, a front baffle board 2.2 and an inclined bottom plate 2.3.Pour into a mould the funnel 2 that vibrates and also can adopt traditional circular arc pyramidal structure.When adopting post cast template 5 to pour into a mould the concrete column 6 that has built-in fitting 4 (area of this built-in fitting 4 is close with the area of concrete column 6 end faces); The side of post cast template 5 is produced the vibrate post cast template in hole of post cast in advance to be supported by traditional approach; Carry out concrete pouring (can built-in fitting 4 be fixed on the reinforcing bar of the concrete column of tying up in advance in the post cast template 5) after being fixed on the post cast template 5 earlier by instructions for use built-in fitting 4 then again; When fluid concrete; When can't stretching into by routine when vibrating in the post cast template 5, carry out concrete pouring or vibrate getting final product through the post cast that the is arranged on post cast template 5 sides in advance hole 5.1 of vibrating because of the built-in fitting 4 that is arranged on concrete column 6 tops can't carry out fluid concrete or vibrating spear by routine in post cast template 5; When the hole 5.1 of vibrating through the post cast that is arranged on post cast template 5 sides is in advance carried out concrete pouring and vibrated after hours; Treat that the concrete initial set in the post cast template 5 can remove post cast template 5 later on, will water concrete column 6 sides that outpour simultaneously and cut and remove afterwards because of vibrate unnecessary concrete block that hole 5.1 forms of the cast of post cast template 5.
Claims (9)
1. a top has the concrete beam or the post pouring procedure of built-in fitting; Comprise and adopt cast template to pour into a mould concrete beam or the post that has built-in fitting; It is characterized in that: when concrete beam that adopts cast template to pour into a mould to have built-in fitting or post; On the Side shuttering of the cast template of beam or post, produce the cast hole of vibrating in advance; Carry out concrete pouring again after being fixed on built-in fitting in the cast template of beam or post earlier by instructions for use then; Can't stretch into by routine when vibrating in the cast template of beam or post when can't in the cast template of beam or post, carry out fluid concrete or vibrating spear because of the built-in fitting that is arranged on concrete beam or column top, carry out concrete pouring or vibrate through this cast that is arranged on the cast template side of beam or post in advance hole of vibrating by routine.
2. top according to claim 1 has the concrete beam or the post pouring procedure of built-in fitting; It is characterized in that: when the hole of vibrating through the cast that is arranged on the cast template side is in advance carried out concrete pouring and vibrated after hours; Concrete initial set in the template to be cast can be removed the Side shuttering of the cast template of beam or post later on, will water the concrete beam that outpours or post side simultaneously and cut because of the cast unnecessary concrete block that the hole forms that vibrates.
3. a top has the concrete beam cast template of built-in fitting; Comprise the beam cast template (1) that is used for the fluid concrete beam, it is characterized in that: the horizon direction is provided with more than one beam and pours into a mould the hole (1.1) of vibrating in the Side shuttering upper edge of beam cast template (1).
4. top according to claim 3 has the concrete beam cast template of built-in fitting; It is characterized in that: on being vibrated in hole (1.1) in the cast of each beam on the Side shuttering of beam cast template (1), all be fixed with the cast funnel (2) that vibrates, and the vibrate port height of funnel (2) of cast equates with the top edge level height of beam cast template (1).
5. top according to claim 4 has the concrete beam cast template of built-in fitting; It is characterized in that: each cast funnel (2) that vibrates is all interconnected by two blocks of side plates (2.1), a front baffle board (2.2) and an inclined bottom plate (2.3) respectively and forms, and two blocks of side plates (2.1) and inclined bottom plate (2.3) are fixed on the beam cast and vibrate on the bore edges of hole (1.1).
6. a top has the concrete column cast template of built-in fitting, comprises the post cast template (5) that is used for the fluid concrete post, it is characterized in that: be provided with the post cast hole (5.1) of vibrating at the upper position place of the Side shuttering of post cast template (5).
7. top according to claim 6 has the concrete column cast template of built-in fitting, it is characterized in that: post cast vibrate the center in hole (5.1) to the top of post cast template (5) apart from being 20～1000 millimeters.
8. top according to claim 6 has the concrete column cast template of built-in fitting; It is characterized in that: on being vibrated in hole (5.1) in post cast, be fixed with the cast funnel (2) that vibrates, and the vibrate port height of funnel (2) of cast equates with the top height of post cast template (5).
9. top according to claim 8 has the concrete column cast template of built-in fitting; It is characterized in that: the cast funnel (2) that vibrates is interconnected by two blocks of side plates (2.1), a front baffle board (2.2) and an inclined bottom plate (2.3) and forms, and two blocks of side plates (2.1) and inclined bottom plate (2.3) are fixed on post and pour into a mould on the bore edges of hole (5.1) of vibrating.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010106006323A CN102561692A (en) | 2010-12-22 | 2010-12-22 | Method and template for pouring concrete beam or column with embedded part at top |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010106006323A CN102561692A (en) | 2010-12-22 | 2010-12-22 | Method and template for pouring concrete beam or column with embedded part at top |
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| Publication Number | Publication Date |
|---|---|
| CN102561692A true CN102561692A (en) | 2012-07-11 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2010106006323A Pending CN102561692A (en) | 2010-12-22 | 2010-12-22 | Method and template for pouring concrete beam or column with embedded part at top |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN103590599A (en) * | 2013-11-25 | 2014-02-19 | 中国华冶科工集团有限公司 | Self-compaction mode locking device and using method |
| CN103741948A (en) * | 2013-11-29 | 2014-04-23 | 中交第四航务工程局有限公司 | Grouting method of chamfering of embedded part |
| CN106869519A (en) * | 2017-04-01 | 2017-06-20 | 福建省建筑科学研究院 | A kind of template system for concrete component reinforcing |
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| CN101280629A (en) * | 2008-05-08 | 2008-10-08 | 烟建集团有限公司 | Super sized iron piece high precision mounting construction method |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN103590599A (en) * | 2013-11-25 | 2014-02-19 | 中国华冶科工集团有限公司 | Self-compaction mode locking device and using method |
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| CN106869519A (en) * | 2017-04-01 | 2017-06-20 | 福建省建筑科学研究院 | A kind of template system for concrete component reinforcing |
| CN106869519B (en) * | 2017-04-01 | 2023-12-22 | 福建省建科工程技术有限公司 | Template system for reinforcing concrete member |
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Application publication date: 20120711 |