CN109208901A - A kind of funneling formwork erection method of constructional column concreting feed inlet - Google Patents
A kind of funneling formwork erection method of constructional column concreting feed inlet Download PDFInfo
- Publication number
- CN109208901A CN109208901A CN201710543554.XA CN201710543554A CN109208901A CN 109208901 A CN109208901 A CN 109208901A CN 201710543554 A CN201710543554 A CN 201710543554A CN 109208901 A CN109208901 A CN 109208901A
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- China
- Prior art keywords
- template
- constructional column
- funneling
- triangle
- feed inlet
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- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
- E04G13/028—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor for columns' capital
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/025—Buckets specially adapted for use with concrete
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A kind of funneling formwork erection method of constructional column concreting feed inlet, characterized by the following steps: a, according to live constructional column actual conditions, the 1st template (3) in structural top roof girder bottom setting constructional column side, b, make length 2nd template (5) 150-200mm shorter than the 1st template, c, make two symmetrical right angled triangle side templates (6), d, one right-angle side of two triangle side templates (6) is abutted into the 2nd template, constructional column concreting feed inlet of the open ports that a right-angle side and the oblique template of triangle (7) for two triangle side templates (6) surrounds as funneling template.The present invention has funneling plate device structure simple, easy to make, and funneling template operation is convenient, craft science is reasonable, can be effectively controlled feeding port concrete construction quality, and funneling template is low in cost, the advantages of recycling and reduce engineering cost.
Description
Technical field
The present invention relates to a kind of concrete-pouring template erection methods, specifically, being a kind of constructional column concreting
The funneling formwork erection method of feed inlet.
Background technique
In October, 2016, Yunnan Coca-Cola office building start to construct, construction personnel after brick body building construction,
Hand constructional column concrete construction.The effect of concrete-constituted pile is to play firm effect to brick laying structure.Construction personnel worker is with often
Rule mode carries out supporting to construction column template, need to then carry out concrete casting there are concrete feeding port on template top.But
It is, when construction personnel has found that concrete casting reaches concrete construction column top feeding port position, concrete-constituted pile
Top and the casting of roof girder contact portion concrete are not in place, or casting is not firm, leads to concrete-constituted pile top concrete
Casting quality problem.
Therefore the funneling formwork erection of known constructional column concreting feed inlet there is above-mentioned various inconvenient and
Problem.
Summary of the invention
The purpose of the present invention is to propose a kind of constructional column coagulation that concreting feed inlet is removed to constructional column ontology
Soil pours the funneling formwork erection method of feed inlet.
To achieve the above object, the technical solution of the invention is as follows:
A kind of funneling formwork erection method of constructional column concreting feed inlet, it is characterised in that the following steps are included:
A, according to live constructional column actual conditions, constructional column is set in structural top roof girder bottom with conventional mould erection method
1st template of side makes one end of the 1st template be based on constructional column bottom ground, roof girder bottom at the top of other end withstanding structure；
B, according to the length of the 1st template, length 2nd template 150-200mm shorter than the 1st template is made；In structural top roofing
The 2nd template of the constructional column other side is arranged in beam bottom portion, so that one end of the 2nd template is based on constructional column bottom ground, the other end leaves
Roof girder bottom certain distance；
C, the distance of roof girder bottom is left according to the 2nd template, makes two symmetrical right angled triangle side templates, two triangles
The distance between shape side template is equal to the width of constructional column, is laid with the oblique mould of fixed triangle shape in the bevel edge of two triangle side templates
Plate；
D, a right-angle side of two triangle side templates is abutted into the 2nd template, makes the lower end and the 2nd template top of triangle side template
End is fixed, and makes another right-angle side and top roof girder bottom contact flush of two triangle side templates, is reached by two three
The funneling template that angular side template and the oblique template of triangle are constructed a, wherein right-angle side and three for two triangle side templates
Constructional column concreting feed inlet of the open ports that angular oblique template surrounds as funneling template.
The funneling formwork erection method of constructional column concreting feed inlet of the invention can also use skill below
Art measure further realizes.
Method above-mentioned, wherein the triangle side template is plank sheathing.
Method above-mentioned, wherein the oblique template of the triangle is plank sheathing.
Method above-mentioned, wherein the right angle edge lengths of the triangle side template are 240mm.
Method above-mentioned, wherein the triangle side template is right angle equilateral triangle side template.
After adopting the above technical scheme, the funneling formwork erection method of constructional column concreting feed inlet of the invention
It has the advantage that
1, funneling plate device structure is simple, easy to make；
2, funneling template operation is convenient, craft science is reasonable, can be effectively controlled feeding port concrete construction quality；
3, funneling template is low in cost, recycles, reduces engineering cost.
Detailed description of the invention
Fig. 1 is the funneling formwork structure schematic diagram of the constructional column concreting feed inlet of the embodiment of the present invention；
Fig. 2 is the cross-sectional view of A-A in Fig. 1.
In figure: 1 constructional column, 2 reinforcing bars, 3 the 1st templates, 4 roof girders, 5 the 2nd templates, 6 funnel triangle side templates, 7 funnels
The oblique template of triangle.
Specific embodiment
With reference to embodiments and its attached drawing further explains the present invention.
Embodiment 1
The funneling formwork erection method of constructional column concreting feed inlet of the invention, comprising the following steps:
Referring now to Fig. 1 and Fig. 2, Fig. 1 is the funneling template knot of the constructional column concreting feed inlet of the embodiment of the present invention
Structure schematic diagram, Fig. 2 are the cross-sectional view of A-A in Fig. 1.
A, according to live constructional column actual conditions, structure is set in structural top roof girder bottom with conventional mould erection method
The 1st template 3 for making column side makes one end of the 1st template be based on constructional column bottom ground, roof girder at the top of other end withstanding structure
Bottom；
B, according to the length of the 1st template 3, length 2nd template 5 200mm shorter than the 1st template is made；In structural top roof girder
The 2nd template of the constructional column other side is arranged in bottom, so that one end of the 2nd template is based on constructional column bottom ground, the other end leaves room
Face beam bottom portion certain distance；
C, the distance of roof girder bottom is left according to the 2nd template, makes two symmetrical right angle equilateral triangle side templates 6,
The distance between two triangle side templates 6 are equal to the width of constructional column, are laid with and fix in the bevel edge of two triangle side templates
The oblique template 7 of triangle；
D, a right-angle side of two triangle side templates 6 is abutted into the 2nd template, makes lower end and the 2nd template of triangle side template
Top is fixed, and makes another right-angle side and top roof girder bottom contact flush of two triangle side templates 6, is reached by two
The funneling template that triangle side template 6 and the oblique template 7 of triangle are constructed a, wherein right-angle side of two triangle side templates 6
Constructional column concreting feed inlet of the open ports surrounded with the oblique template 7 of triangle as funneling template.Triangle side form
Plate 6 and the oblique template 7 of triangle are plank sheathing.
The funneling formwork erection method of constructional column concreting feed inlet of the invention, specific funneling formwork erection
When, the construction column template such as need is finished by the comprehensive supporting of known conventional process, takes concreting feeding hole 228mm at the top of constructional column
× 240mm takes one piece of plank sheathing 228mm × 340mm rectangle；Take two right angle equilateral triangle templates, template right angle side length
240mm, the long 340mm of bevel edge.Using three template assemblies at a funnel, it is fixed on around the 228mm × 240mm of feeding hole.
In this embodiment, funneling template material, size can be selected according to live real material.
The present invention has substantive distinguishing features and significant technological progress, constructional column concreting feed inlet of the invention
Funneling formwork erection method is applied in Coca-Cola Office Building Project project of Yunnan, simple with funneling template construct,
It is easy to operate, craft science is reasonable, it is low in cost, recycle, can be effectively controlled feeding port concrete construction quality, have it is good
The advantages that application prospect and social benefit.
Above embodiments are used for illustrative purposes only, rather than limitation of the present invention, the technology people in relation to technical field
Member, without departing from the spirit and scope of the present invention, can also make various transformation or variation.Therefore, all equivalent
Technical solution also should belong to scope of the invention, should be limited by each claim.
Claims (5)
1. a kind of funneling formwork erection method of constructional column concreting feed inlet, it is characterised in that the following steps are included:
A, according to live constructional column actual conditions, constructional column is set in structural top roof girder bottom with conventional mould erection method
1st template (3) of side makes one end of the 1st template be based on constructional column bottom ground, roof girder bottom at the top of other end withstanding structure
Portion；
B, according to the length of the 1st template (3), length 2nd template (5) 150-200mm shorter than the 1st template is made；On structure top
The 2nd template of the constructional column other side is arranged in portion roof girder bottom, and one end of the 2nd template is made to be based on constructional column bottom ground, another
Leave roof girder bottom certain distance in end；
C, it leaves the distance of roof girder bottom according to the 2nd template, makes two symmetrical right angled triangle side templates (6), two
The distance between triangle side template (6) is equal to the width of constructional column, fixes three in the bevel edge laying of two triangle side templates
Angular oblique template (7)；
D, a right-angle side of two triangle side templates (6) is abutted into the 2nd template, makes lower end and the 2nd mould of triangle side template
Plate top is fixed, and make two triangle side templates (6) another right-angle side and top roof girder bottom contact flush, reach by
The funneling template that two triangle side templates (6) and the oblique template of triangle (7) are constructed, wherein two triangle side templates (6)
A right-angle side and the open ports that surround of the oblique template of triangle (7) fed as the constructional column concreting of funneling template
Mouthful.
2. the funneling formwork erection method of constructional column concreting feed inlet as described in claim 1, which is characterized in that
The triangle side template (6) is plank sheathing.
3. the funneling formwork erection method of constructional column concreting feed inlet as described in claim 1, which is characterized in that
The oblique template of triangle (7) is plank sheathing.
4. the funneling formwork erection method of constructional column concreting feed inlet as described in claim 1, which is characterized in that
The right angle edge lengths of the triangle side template (6) are 240mm.
5. the funneling formwork erection method of constructional column concreting feed inlet as described in claim 1, which is characterized in that
The triangle side template (6) is right angle equilateral triangle side template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710543554.XA CN109208901A (en) | 2017-07-05 | 2017-07-05 | A kind of funneling formwork erection method of constructional column concreting feed inlet |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710543554.XA CN109208901A (en) | 2017-07-05 | 2017-07-05 | A kind of funneling formwork erection method of constructional column concreting feed inlet |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109208901A true CN109208901A (en) | 2019-01-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710543554.XA Pending CN109208901A (en) | 2017-07-05 | 2017-07-05 | A kind of funneling formwork erection method of constructional column concreting feed inlet |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111005563A (en) * | 2019-12-24 | 2020-04-14 | 机械工业第六设计研究院有限公司 | Connection construction method of concrete shear wall |
| CN112376904A (en) * | 2020-11-13 | 2021-02-19 | 罗奕舵 | Feeding funnel of constructional column pouring mold and constructional column pouring method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4521791B2 (en) * | 1999-04-02 | 2010-08-11 | 岡部株式会社 | Grout construction method for exposed column base |
| CN201581634U (en) * | 2009-12-10 | 2010-09-15 | 山西四建集团有限公司 | Tool for casting concrete for template used in supporting constructional column of filler wall |
| 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 |
| CN203603466U (en) * | 2013-12-13 | 2014-05-21 | 中国建筑第四工程局有限公司 | Improved simple constructional column pouring funnel |
| 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 |
-
2017
- 2017-07-05 CN CN201710543554.XA patent/CN109208901A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4521791B2 (en) * | 1999-04-02 | 2010-08-11 | 岡部株式会社 | Grout construction method for exposed column base |
| CN201581634U (en) * | 2009-12-10 | 2010-09-15 | 山西四建集团有限公司 | Tool for casting concrete for template used in supporting constructional column of filler wall |
| 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 |
| CN203603466U (en) * | 2013-12-13 | 2014-05-21 | 中国建筑第四工程局有限公司 | Improved simple constructional column pouring funnel |
| 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 (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111005563A (en) * | 2019-12-24 | 2020-04-14 | 机械工业第六设计研究院有限公司 | Connection construction method of concrete shear wall |
| CN112376904A (en) * | 2020-11-13 | 2021-02-19 | 罗奕舵 | Feeding funnel of constructional column pouring mold and constructional column pouring method |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190115 |
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