CN202391109U - Special template for pouring concrete on upper port of constructional column - Google Patents

Special template for pouring concrete on upper port of constructional column Download PDF

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Publication number
CN202391109U
CN202391109U CN 201120547096 CN201120547096U CN202391109U CN 202391109 U CN202391109 U CN 202391109U CN 201120547096 CN201120547096 CN 201120547096 CN 201120547096 U CN201120547096 U CN 201120547096U CN 202391109 U CN202391109 U CN 202391109U
Authority
CN
China
Prior art keywords
constructional column
pouring
concrete
template
upper port
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
CN 201120547096
Other languages
Chinese (zh)
Inventor
卫芷
霍小妹
刘刚
朱永清
王续东
常彦妮
穆锦峰
晋斌
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.)
China Shanxi Sijian Group Co Ltd
Original Assignee
China Shanxi Sijian Group 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 China Shanxi Sijian Group Co Ltd filed Critical China Shanxi Sijian Group Co Ltd
Priority to CN 201120547096 priority Critical patent/CN202391109U/en
Application granted granted Critical
Publication of CN202391109U publication Critical patent/CN202391109U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a building mold, in particular to a special template for pouring concrete on an upper port of a constructional column. According to the special template, the problem that the top is close to a bottom beam section, so that high-quality pouring is difficult to realize in the pouring process of the constructional column is solved. According to the special template for pouring the concrete on the upper port of the constructional column, a transverse plate and vertical plates on two sides of the special template form an I-shaped structure; and the transverse plate is trapezoid. When the concrete is poured to the part away from the beam bottom by 150mm, the template disclosed by the utility model is arranged at the corresponding part, the wide port part faces upwards and the concrete pouring is realized. After the template is detached, the concrete surface is finely chiseled and smoothly polished by an expert operator, so that the smoothness and the appearance quality of the constructional column are ensured. According to actual construction and use and the technical scheme provided by the utility model, the problem that the appearance quality in the pouring of the upper port of the constructional column is difficult to ensure is fundamentally solved.

Description

Constructional column concrete cast suitable for reading dedicated templates
Technical field
The utility model relates to a kind of building mould, is specially a kind of constructional column concrete cast suitable for reading dedicated templates.
Background technology
Constructional column generally is cast again after body of wall puzzles, and casting process generally is progressively to pour into a mould from the bottom up.In practice of construction, find; When constructional column top exists the size of bottom girder, especially bottom girder and constructional column to have under the situation than big-difference, constructional column be poured into suitable for reading near the time; Receiving influences at the bottom of the beam; After using the cast of common template support, the bad assurance of impression quality, and build concrete from the side and be difficult to ensure the quality of products.
Summary of the invention
The utility model occurs in the constructional column casting process in order to solve, and the top provides a kind of constructional column concrete cast suitable for reading dedicated templates near the problem that the bottom girder section is difficult to the high-quality cast.
The technical scheme of the utility model is following: a kind of constructional column concrete cast suitable for reading dedicated templates, form I-shaped shape structure by the riser of transverse slat and both sides, and transverse slat is trapezoidal.
When concrete is poured at the bottom of the beam 150mm, use the described template of the utility model to be installed in corresponding site, Kuan Kouchu carries out concrete and builds up.Behind the stripping, with concrete surface, the operator who sends out experience carries out meticulously picking cutter and polishing flat, and guarantees the planeness and the impression quality of constructional column.
Use through practice of construction, the said technical scheme of the utility model, simple in structure, reasonable in design ingenious, fundamentally solved the constructional column problem that is difficult to guarantee impression quality of building suitable for reading.
Description of drawings
Fig. 1 is the user mode figure of the utility model
Fig. 2 is the lateral view of the utility model
1-back timber 2-transverse slat 3-constructional column 4-riser among the figure.
The specific embodiment
Meaning as shown in Figure 2, a kind of constructional column concrete cast suitable for reading dedicated templates is formed I-shaped shape structure by the riser 4 of transverse slat 2 and both sides, and transverse slat is trapezoidal.
Meaning as shown in Figure 1, the size of described trapezoidal wide end is decided to be 400mm according to the size of back timber 1, and narrow end is according to the 200mm that is designed and sized to of constructional column, and wide then end gets final product last being adjacent to back timber 1.

Claims (1)

1. a constructional column concrete suitable for reading is poured into a mould dedicated templates, and it is characterized in that: the riser (4) by transverse slat (2) and both sides is formed I-shaped shape structure, and transverse slat (2) is trapezoidal.
CN 201120547096 2011-12-23 2011-12-23 Special template for pouring concrete on upper port of constructional column Expired - Fee Related CN202391109U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201120547096 CN202391109U (en) 2011-12-23 2011-12-23 Special template for pouring concrete on upper port of constructional column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201120547096 CN202391109U (en) 2011-12-23 2011-12-23 Special template for pouring concrete on upper port of constructional column

Publications (1)

Publication Number Publication Date
CN202391109U true CN202391109U (en) 2012-08-22

Family

ID=46666043

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201120547096 Expired - Fee Related CN202391109U (en) 2011-12-23 2011-12-23 Special template for pouring concrete on upper port of constructional column

Country Status (1)

Country Link
CN (1) CN202391109U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105781103A (en) * 2014-12-24 2016-07-20 中国二十冶集团有限公司 Capital inverted-triangular formwork erecting and pouring method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105781103A (en) * 2014-12-24 2016-07-20 中国二十冶集团有限公司 Capital inverted-triangular formwork erecting and pouring method

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Legal Events

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
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20120822

Termination date: 20171223