CN201908437U - Concrete column casting die plate with embedded part at top - Google Patents

Concrete column casting die plate with embedded part at top Download PDF

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Publication number
CN201908437U
CN201908437U CN201020674703XU CN201020674703U CN201908437U CN 201908437 U CN201908437 U CN 201908437U CN 201020674703X U CN201020674703X U CN 201020674703XU CN 201020674703 U CN201020674703 U CN 201020674703U CN 201908437 U CN201908437 U CN 201908437U
Authority
CN
China
Prior art keywords
post
cast
fitting
built
concrete column
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201020674703XU
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Chinese (zh)
Inventor
赖晗
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guiyang Aluminum Magnesium Design and Research Institute Co Ltd
Original Assignee
Guiyang Aluminum Magnesium Design and Research Institute Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Guiyang Aluminum Magnesium Design and Research Institute Co Ltd filed Critical Guiyang Aluminum Magnesium Design and Research Institute Co Ltd
Priority to CN201020674703XU priority Critical patent/CN201908437U/en
Application granted granted Critical
Publication of CN201908437U publication Critical patent/CN201908437U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a concrete column casting die plate with an embedded part at the top. The concrete column casting die plate comprises a column casting die plate (1) that is used for casting a concrete column; a column casting vibrating hole (1.1) is arranged at the upper part of a die plate on the side surface of the column casting die plate (1); and the distance between the center of the column casting vibrating hole (1.1) and the top end of the column casting die plate (1) is 20-1000 mm. The concrete column casting die plate has the advantages that the structure is simple, the use is convenient, the production cost is lower, the construction quality is good, etc.

Description

A kind of top has the concrete column cast template of built-in fitting
Technical field
The utility model relates to the concrete column cast template that a kind of top has built-in fitting, belongs to technical field of building construction.
Background technology
In industrial construction, often need be on the flooring post place apparatus, post and equipment are that the built-in fitting by capital welds and is connected, and are to satisfy the standing tops of bigger built-in fitting at post of putting of needs are installed.The sequence of construction of built-in fitting post generally is a colligation post reinforcing bar at first, pillar cast template then, fixing built-in fitting, last fluid concrete.But in the middle of practical design and construction, consider economy, do not need to be provided with the post of broad, usually cause built-in fitting width and post width to differ little, the operating surface width is not enough, makes concrete be difficult to cast, vibrating spear is difficult to stretch into and vibrates, and can't guarantee the vibration compacting of post.If the closely knit of post can't guarantee that it is destroyed that will cause post to be easy in use.At present, processing method commonly used is after pouring the 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, the pouring procedure that existing top has the concrete column of built-in fitting still is not ideal enough, the needs that still can not satisfy construction and use.
Summary of the invention
The purpose of this utility model be 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 the concrete column cast template of built-in fitting, to overcome the deficiency of existing job practices.
The utility model is to constitute like this, a kind of top of the present utility model has the concrete column cast template of built-in fitting, comprise the post cast template that is used for the fluid concrete post, be 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 upper 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 utility model is different fully with prior art, prior art is placed pouring concrete for the close built-in fitting of the width of width and capital and is placed built-in fitting later on again, the utility model is to carry out fluid concrete again after in advance built-in fitting being fixed, so the various situations that the utility model structure top of being highly suitable for concrete column is embedded with the built-in fitting of broad are used.Method and structure that the utility model employing is simple, practical, investment is little have remedied the deficiencies in the prior art, have improved the security reliability of engineering construction.The utility model does not need to drop into a large amount of funds and manpower when construction, when construction, its built-in fitting and structural column once prop up mold forming and anchoring is reliable.The utility model can prevent effectively that fluid concrete post or concrete column 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 utility model can effectively improve the installation reliability of structure capital built-in fitting.Therefore, the utility model compared with prior art, the utility model 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
Structural representation when Fig. 1 is the use of the utility model post cast template;
Fig. 2 is the plan structure schematic diagram of Fig. 1.
Being labeled as in the accompanying drawing: 1-post cast template, the 1.1-post 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, 2.3-inclined bottom plate, 3-concrete column, 4-built-in fitting.
The specific embodiment
The utility model is described in further detail below in conjunction with drawings and Examples.
Embodiment of the present utility model: have concrete column when cast of built-in fitting carrying out the top, produce the concrete column cast template that a kind of top of the present utility model has built-in fitting earlier, the structural representation of this template as depicted in figs. 1 and 2, comprise the existing post cast template 1 that is used for the fluid concrete post, during making, produce the post cast hole 1.1 of vibrating at the upper position place of the Side shuttering of post cast template 1, the center in the hole 1.1 of preferably this post cast being vibrated 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 1; In order to pour into a mould conveniently, can be on being vibrated in hole 1.1 in the post cast fixing on the cast funnel 2 that vibrates, and the vibrate upper port height of funnel 2 of cast is made into the top height of post cast template 1 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 1.1 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 1 to pour into a mould the concrete column 3 that has built-in fitting 4 (area of this built-in fitting 4 is close with the area of concrete column 3 end faces), the side of post cast template 1 is produced the vibrate post cast template in hole of post cast in advance to be supported by traditional approach, carry out concrete pouring (built-in fitting 4 can be fixed on the reinforcing bar of the concrete column of tying up in advance in the post cast template 1) after being fixed on the post cast template 1 earlier by instructions for use built-in fitting 4 then again, when fluid concrete, can't stretch into routinely when vibrating in the post cast template 1 when can't in post cast template 1, carry out fluid concrete or vibrating spear routinely because of the built-in fitting 4 that is arranged on concrete column 3 tops, carry out concrete pouring or vibrate getting final product by setting in advance in the post cast of the post cast template 1 side hole 1.1 of vibrating; When carrying out concrete pouring and vibrate after hours by setting in advance in the post of the post cast template 1 side cast hole 1.1 of vibrating, treat that the concrete initial set in the post cast template 1 can remove post cast template 1 later on, will water concrete column 3 sides that outpour simultaneously and cut and remove afterwards because of vibrate unnecessary concrete block that hole 1.1 forms of the cast of post cast template 1.

Claims (4)

1. a top has the concrete column cast template of built-in fitting, comprises the post cast template (1) that is used for the fluid concrete post, it is characterized in that: be provided with the post cast hole (1.1) of vibrating at the upper position place of the Side shuttering of post cast template (1).
2. top according to claim 1 has the concrete column cast template of built-in fitting, it is characterized in that: post cast vibrate the center in hole (1.1) to the top of post cast template (1) apart from being 20~1000 millimeters.
3. top according to claim 1 has the concrete column cast template of built-in fitting, it is characterized in that: on being vibrated in hole (1.1) in post cast, be fixed with the cast funnel (2) that vibrates, and the vibrate upper port height of funnel (2) of cast equates with the top height of post cast template (1).
4. top according to claim 3 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 (1.1) of vibrating.
CN201020674703XU 2010-12-22 2010-12-22 Concrete column casting die plate with embedded part at top Expired - Fee Related CN201908437U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201020674703XU CN201908437U (en) 2010-12-22 2010-12-22 Concrete column casting die plate with embedded part at top

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201020674703XU CN201908437U (en) 2010-12-22 2010-12-22 Concrete column casting die plate with embedded part at top

Publications (1)

Publication Number Publication Date
CN201908437U true CN201908437U (en) 2011-07-27

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201020674703XU Expired - Fee Related CN201908437U (en) 2010-12-22 2010-12-22 Concrete column casting die plate with embedded part at top

Country Status (1)

Country Link
CN (1) CN201908437U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102561692A (en) * 2010-12-22 2012-07-11 贵阳铝镁设计研究院有限公司 Method and template for pouring concrete beam or column with embedded part at top

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102561692A (en) * 2010-12-22 2012-07-11 贵阳铝镁设计研究院有限公司 Method and template for pouring concrete beam or column with embedded part at top

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20110727

Termination date: 20141222

EXPY Termination of patent right or utility model