CN112609986A - Method for controlling pouring forming quality of concrete batter post - Google Patents
Method for controlling pouring forming quality of concrete batter post Download PDFInfo
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- CN112609986A CN112609986A CN202011448296.5A CN202011448296A CN112609986A CN 112609986 A CN112609986 A CN 112609986A CN 202011448296 A CN202011448296 A CN 202011448296A CN 112609986 A CN112609986 A CN 112609986A
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- concrete
- batter post
- pouring
- column
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- 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
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6801—Fillings therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
-
- 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
- E04G21/06—Solidifying concrete, e.g. by application of vacuum before hardening
- E04G21/08—Internal vibrators, e.g. needle vibrators
Abstract
The invention relates to a method for controlling the pouring and forming quality of a concrete batter post, which adopts self-compacting concrete; reserving a hole at intervals on the outer vertical surface side of the batter post; before concrete pouring, watering the inner side of the column mould for moistening the mould, and adopting common mortar at the root of the column mould for plugging a seam; pouring stone reducing mortar in the same proportion as the concrete at the bottom for filling; inserting an inserting vibrating rod into holes reserved on the outer vertical surface side of the batter post for layered vibrating; a small-sized plug-in vibrating rod point-contact type auxiliary vibrating template is adopted at the outer side of the inclined column template; restoring and firmly binding the diagonal column stirrups at the reserved holes, plugging and reinforcing the reserved holes, and avoiding leaving construction joints in midway; the inclined column is provided with a supporting surface except for the inner vertical surface, and all the templates of the other three vertical surfaces are removed. The method effectively controls the common quality problems of honeycombs, pitted surfaces, holes, rotten roots and the like after the concrete batter post is poured, reduces the rework repair cost, improves the appearance quality of the batter post forming, and ensures the structural reliability after the batter post is poured.
Description
Technical Field
The invention relates to the field of building construction, in particular to a method for controlling the pouring and forming quality of a concrete batter post.
Background
The traditional concrete batter post pouring construction mainly has the following defects:
1. the batter post design inclination is big, and the reinforcing bar is denser, and the vibrating rod can't extend the bottom from the top smoothly during concrete placement, even stretch down also can't vibrate closely to batter post facade side concrete, and the vibrating rod is very easily blocked by the stirrup when lifting moreover.
2. When the batter post is poured and vibrated, concrete bubbles are not easy to discharge and can be accumulated on the outer vertical surface side of the batter post, so that the quality problems of honeycombs, pitted surfaces and the like of the appearance of the concrete after the form is removed are caused.
3. The inclined column stirrup is generally designed to be fully-encrypted, the stirrup forms an inclined plane on the inner vertical surface side of the inclined column, and when concrete is poured, the aggregate of the concrete is easily clamped by the stirrup, so that cement paste cannot wrap the reinforcing steel bars, and exposed reinforcing steel bars appear after the formwork is removed.
Disclosure of Invention
The invention aims to overcome the defects of the prior art, provides a method for controlling the pouring forming quality of a concrete batter post, and solves the common quality problems of honeycombs, pitted surfaces, holes, rotten roots and the like existing after the pouring of the batter post of a frame concrete structure.
In order to solve the technical problem, the invention is realized as follows:
a method for controlling the pouring and forming quality of a concrete batter post is characterized by comprising the following steps:
step 1: coarse aggregates with small particle sizes are selected as concrete mixtures, self-compacting concrete is adopted, the concrete slump is controlled to be (200 +/-20) mm, the fluidity of the concrete is enhanced, the concrete can be automatically filled to all corners of an inclined column as much as possible during pouring, and the concrete can be better covered and wrapped with reinforcing steel bars;
step 2: when the batter post is installed on a template, a hole of 200mm x 200mm is reserved on the outer vertical surface side of the batter post every 1000mm, and the two purposes of reserving the hole are as follows: firstly, the air vent hole is used for pouring the concrete of the inclined column, and secondly, the vibration hole is used for pouring the concrete of the inclined column;
and step 3: before concrete pouring, watering the inner side of the column mould for moistening the mould, and plugging the joint at the root of the column mould by adopting common mortar so as to avoid root rot after the inclined column is formed due to slurry leakage during pouring;
and 4, step 4: before the batter post is poured, 50-100 mm of stone reducing mortar which is mixed with concrete is poured at the bottom of the batter post for filling, so that a slurry guiding effect is achieved, the phenomenon that aggregate and slurry are separated during high-position pouring of the concrete, root rot occurs in the batter post, and concrete pouring is carried out after the stone reducing mortar is poured;
and 5: when concrete is poured, the concrete is vibrated along with pouring, an inserted vibrating rod is inserted into holes reserved on the outer vertical surface side of the batter post for layered vibration, and the layered vibration height is not more than 500 mm;
step 6: a small-sized inserted vibrating rod point-contact type auxiliary vibrating template is adopted outside the batter post template, so that concrete bubbles on the inclined vertical surface around the batter post are discharged from the reserved holes, and the effect of compaction is achieved;
and 7: when concrete is poured to the reserved hole, arranging a professional rebar builder to immediately restore and firmly bind the diagonal column stirrups at the reserved hole, then arranging a carpenter to immediately block and reinforce the reserved hole, and repeating the steps until the diagonal column is poured, so that a construction joint cannot be reserved midway;
and 8: the inclined columns are provided with support surfaces of the inner vertical surfaces, and the templates of the other three vertical surfaces can be completely removed under the condition that the concrete is ensured not to have unfilled edges or fall corners.
The invention has the beneficial effects that: compared with the traditional batter post pouring construction, the control is carried out on the aspects of concrete raw materials, a template installation mode, a concrete pouring vibration mode, detail treatment and the like, so that the common quality problems of honeycombs, pitted surfaces, holes, rotten roots and the like after the concrete batter post is poured are effectively controlled, the rework repair cost is reduced, the appearance quality of batter post forming is improved, and the structural reliability of the batter post after pouring is ensured. For projects needing to create high-quality awards of project structures, the forming quality of the inclined columns is undoubtedly the key point of the acceptance of the appearance quality of the solid structures, and the awarding evaluation passing rate can be greatly improved through the method.
Drawings
The invention is described in further detail below with reference to the following figures and embodiments:
FIG. 1 is a side view of a batter post.
Fig. 2 is an elevation view of the batter post from the outside.
Detailed Description
As shown in fig. 1 and 2: a method for controlling the pouring and forming quality of a concrete batter post comprises the following steps:
step 1: coarse aggregates with small particle sizes are selected as concrete mixtures, self-compacting concrete is adopted, the concrete slump is controlled to be (200 +/-20) mm, the fluidity of the concrete is enhanced, the concrete can be automatically filled to all corners of an inclined column as much as possible during pouring, and the concrete can be better covered and wrapped with reinforcing steel bars;
step 2: when the batter post is installed in the template, every 1000mm high holes 4 of establishing 200mm are stayed to 1 side outside the batter post facade, and the purpose of keeping somewhere this hole has two: firstly, the air vent hole is used for pouring the concrete of the inclined column, and secondly, the vibration hole is used for pouring the concrete of the inclined column;
and step 3: before concrete pouring, watering the inner side of the column mould for moistening the mould, and plugging the joint at the root of the column mould by adopting common mortar 2 so as to avoid root rot after the inclined column is formed due to slurry leakage during pouring;
and 4, step 4: before the batter post is poured, 50-100 mm of stone reducing mortar 3 which is mixed with concrete is poured at the bottom for filling, so that a slurry guiding effect is achieved, the phenomenon that aggregate and slurry are separated during high-position pouring of the concrete, root rot occurs in the batter post, and concrete pouring is carried out after the stone reducing mortar is poured;
and 5: when concrete is poured, the concrete is vibrated along with pouring, an inserted vibrating rod is inserted into holes reserved on the outer vertical surface side of the batter post for layered vibration, and the layered vibration height is not more than 500 mm;
step 6: a small-sized inserted vibrating rod point-contact type auxiliary vibrating template is adopted outside the batter post template, so that concrete bubbles on the inclined vertical surface around the batter post are discharged from the reserved holes, and the effect of compaction is achieved;
and 7: when concrete is poured to the reserved hole, arranging a professional rebar builder to immediately restore and firmly bind the diagonal column stirrups at the reserved hole, then arranging a carpenter to immediately block and reinforce the reserved hole, and repeating the steps until the diagonal column is poured, so that a construction joint cannot be reserved midway;
and 8: the inclined columns are provided with support surfaces of the inner vertical surfaces, and the templates of the other three vertical surfaces can be completely removed under the condition that the concrete is ensured not to have unfilled edges or fall corners.
Claims (1)
1. A method for controlling the pouring and forming quality of a concrete batter post is characterized by comprising the following steps:
step 1: coarse aggregates with small particle sizes are selected as concrete mixtures, self-compacting concrete is adopted, the concrete slump is controlled to be (200 +/-20) mm, the fluidity of the concrete is enhanced, the concrete can be automatically filled to all corners of an inclined column as much as possible during pouring, and the concrete can be better covered and wrapped with reinforcing steel bars;
step 2: when the batter post is installed on a template, a hole of 200mm x 200mm is reserved on the outer vertical surface side of the batter post every 1000mm, and the two purposes of reserving the hole are as follows: firstly, the air vent hole is used for pouring the concrete of the inclined column, and secondly, the vibration hole is used for pouring the concrete of the inclined column;
and step 3: before concrete pouring, watering the inner side of the column mould for moistening the mould, and plugging the joint at the root of the column mould by adopting common mortar so as to avoid root rot after the inclined column is formed due to slurry leakage during pouring;
and 4, step 4: before the batter post is poured, 50-100 mm of stone reducing mortar which is mixed with concrete is poured at the bottom of the batter post for filling, so that a slurry guiding effect is achieved, the phenomenon that aggregate and slurry are separated during high-position pouring of the concrete, root rot occurs in the batter post, and concrete pouring is carried out after the stone reducing mortar is poured;
and 5: when concrete is poured, the concrete is vibrated along with pouring, an inserted vibrating rod is inserted into holes reserved on the outer vertical surface side of the batter post for layered vibration, and the layered vibration height is not more than 500 mm;
step 6: a small-sized inserted vibrating rod point-contact type auxiliary vibrating template is adopted outside the batter post template, so that concrete bubbles on the inclined vertical surface around the batter post are discharged from the reserved holes, and the effect of compaction is achieved;
and 7: when concrete is poured to the reserved hole, arranging a professional rebar builder to immediately restore and firmly bind the diagonal column stirrups at the reserved hole, then arranging a carpenter to immediately block and reinforce the reserved hole, and repeating the steps until the diagonal column is poured, so that a construction joint cannot be reserved midway;
and 8: the inclined columns are provided with support surfaces of the inner vertical surfaces, and the templates of the other three vertical surfaces can be completely removed under the condition that the concrete is ensured not to have unfilled edges or fall corners.
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CN202011448296.5A CN112609986A (en) | 2020-12-11 | 2020-12-11 | Method for controlling pouring forming quality of concrete batter post |
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CN202011448296.5A CN112609986A (en) | 2020-12-11 | 2020-12-11 | Method for controlling pouring forming quality of concrete batter post |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113846639A (en) * | 2021-11-16 | 2021-12-28 | 中铁北京工程局集团有限公司 | Construction method for reinforcing railway frame bridge by adopting soft foundation grouting in jacking process |
CN115030510A (en) * | 2022-06-28 | 2022-09-09 | 中冶天工集团有限公司 | Construction method for improving pouring quality of self-compacting concrete of CL board wall |
Citations (5)
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CN101769074A (en) * | 2009-12-29 | 2010-07-07 | 青岛建设集团零零一工程有限公司 | Automatic clogging method and automatic clogging device for oblique concrete column |
CN103526930A (en) * | 2013-10-14 | 2014-01-22 | 成军 | Multi-directional intersection reinforced bare concrete inclined column construction method |
CN105239725A (en) * | 2015-11-17 | 2016-01-13 | 中建二局第三建筑工程有限公司 | Construction method and construction template for ultrahigh oblique concrete column |
CN108716283A (en) * | 2018-08-23 | 2018-10-30 | 杭州江润科技有限公司 | The construction method of big section cast-in-situ steel reinforced concrete construction of inclined column structure |
CN109763606A (en) * | 2019-01-24 | 2019-05-17 | 中建八局第三建设有限公司 | A kind of construction method of reinforced concrete combination batter post |
-
2020
- 2020-12-11 CN CN202011448296.5A patent/CN112609986A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101769074A (en) * | 2009-12-29 | 2010-07-07 | 青岛建设集团零零一工程有限公司 | Automatic clogging method and automatic clogging device for oblique concrete column |
CN103526930A (en) * | 2013-10-14 | 2014-01-22 | 成军 | Multi-directional intersection reinforced bare concrete inclined column construction method |
CN105239725A (en) * | 2015-11-17 | 2016-01-13 | 中建二局第三建筑工程有限公司 | Construction method and construction template for ultrahigh oblique concrete column |
CN108716283A (en) * | 2018-08-23 | 2018-10-30 | 杭州江润科技有限公司 | The construction method of big section cast-in-situ steel reinforced concrete construction of inclined column structure |
CN109763606A (en) * | 2019-01-24 | 2019-05-17 | 中建八局第三建设有限公司 | A kind of construction method of reinforced concrete combination batter post |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113846639A (en) * | 2021-11-16 | 2021-12-28 | 中铁北京工程局集团有限公司 | Construction method for reinforcing railway frame bridge by adopting soft foundation grouting in jacking process |
CN113846639B (en) * | 2021-11-16 | 2022-11-04 | 中铁北京工程局集团有限公司 | Construction method for reinforcing railway frame bridge by adopting soft foundation grouting in jacking process |
CN115030510A (en) * | 2022-06-28 | 2022-09-09 | 中冶天工集团有限公司 | Construction method for improving pouring quality of self-compacting concrete of CL board wall |
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Application publication date: 20210406 |