CN111042386A - Novel constructional column anti-slurry-overflowing construction process - Google Patents

Novel constructional column anti-slurry-overflowing construction process Download PDF

Info

Publication number
CN111042386A
CN111042386A CN201911192386.XA CN201911192386A CN111042386A CN 111042386 A CN111042386 A CN 111042386A CN 201911192386 A CN201911192386 A CN 201911192386A CN 111042386 A CN111042386 A CN 111042386A
Authority
CN
China
Prior art keywords
constructional column
construction
concrete
column
adhesive tape
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.)
Pending
Application number
CN201911192386.XA
Other languages
Chinese (zh)
Inventor
汤益龙
丁华
虞丰峰
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.)
Jiangsu Yonglian Jingzhu Construction Group Co Ltd
Original Assignee
Jiangsu Yonglian Jingzhu Construction 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 Jiangsu Yonglian Jingzhu Construction Group Co Ltd filed Critical Jiangsu Yonglian Jingzhu Construction Group Co Ltd
Priority to CN201911192386.XA priority Critical patent/CN111042386A/en
Publication of CN111042386A publication Critical patent/CN111042386A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/64Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
    • E04B2/68Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete made by filling-up wall cavities
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/02Falsework, 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

Abstract

The invention provides a novel constructional column anti-overflow construction process, which comprises the following specific steps: step 1: the constructional column is retained and arranged in a first-retreating and then-advancing mode and a third-retreating and third-advancing mode; step 2: making a template by the constructional column according to the size; and step 3: adhering by using a double-sided sponge adhesive tape according to the shape of a serrated raft of the constructional column; and 4, step 4: the sponge adhesive tape on one side of the profiling plate does not tear off the surface layer; and 5: filling and pouring concrete, and vibrating to compact; step 6: and after the constructional column concrete reaches the specified strength, removing the formwork and cleaning. Compared with the prior art, the invention has the beneficial effects that: the forming quality effect of the constructional column is greatly improved, the concrete pouring quality of the constructional column is improved, the integrity of a wall body is met, and the anti-seismic requirement is met.

Description

Novel constructional column anti-slurry-overflowing construction process
Technical Field
The invention relates to the technical field of constructional column construction, in particular to a novel constructional column anti-slurry-overflowing construction process.
Background
The method has the advantages that as the high-rise buildings are built more and more, the inner walls are mostly filling walls, the high-rise buildings have higher integrity requirements of anti-seismic wall buildings, the inner walls are inevitably required to be provided with constructional column structures when built, the constructional column structures are connected with structures such as ring beams to form a whole, the anti-seismic requirements of houses are met, the pouring and forming quality of constructional columns becomes the core problem of the wall quality, the concrete pouring and slurry overflowing problem cannot be generally considered in the traditional constructional column pouring construction process, and due to the fact that the sizes of bricks, the surfaces of the bricks are uneven, gaps between templates and the bricks are too large, concrete cement slurry overflows, the quality problems such as pitted surfaces and slurry leakage of the constructional columns occur, and the strength is affected.
Disclosure of Invention
In order to solve the problems, the invention discloses a novel construction process for preventing grout overflow of a constructional column, which greatly improves the forming quality effect of the constructional column, improves the concrete pouring quality of the constructional column, meets the integrity of a wall body and meets the requirement of earthquake resistance.
In order to achieve the above purpose, the invention provides the following technical scheme:
the utility model provides a novel constructional column prevents mud overflow construction technology which characterized in that, concrete step is:
step 1: the constructional column is retained and arranged in a first-retreating and then-advancing mode and a third-retreating and third-advancing mode;
step 2: making a template by the constructional column according to the size;
and step 3: adhering by using a double-sided sponge adhesive tape according to the shape of a serrated raft of the constructional column;
and 4, step 4: the sponge adhesive tape on one side of the profiling plate does not tear off the surface layer;
and 5: filling and pouring concrete, and vibrating to compact;
step 6: and after the constructional column concrete reaches the specified strength, removing the formwork and cleaning.
Further, in the step 2, the construction column is provided with a template according to the size, and each side of the construction column is 10 centimeters larger than the serrated racking side of the construction column.
Further, in step 6, the concrete has a predetermined strength of C20.
Compared with the prior art, the invention has the beneficial effects that:
1. the forming quality of concrete can be effectively improved, when the concrete is poured by the traditional method, because the sponge adhesive tape is not attached, mortar or other materials are used for plugging the gap between the template and the brick wall, when the constructional column is vibrated, the rigid plugging material is deformed due to larger vibration, the plugging and sealing effects cannot be achieved, so that cement paste overflows, and the sponge adhesive tape with elastic deformation can play a good role, so that the cement paste overflow is effectively inhibited when the concrete is vibrated;
2. during traditional constructional column construction, because the grout in the concrete is excessive, can cause the concrete mix proportion not right, the intensity of concrete can not beat the requirement of design regulation, and the grout that spills over has also polluted the wall body surface, follow-up grout that must will stick out the wall before whitewashing the construction is rejected, and because the spill over of grout must lead to concrete edge angle honeycomb to appear, pitted surface, quality defects such as angle fall, cause repair material and artificial loss, and new constructional column concrete anti-overflow thick liquid measure, can effectually avoid the loss of grout, guarantee the intensity of concrete, promote the concrete quality of constructional column. Meanwhile, the labor and material cost for maintenance and repair can be reduced, and certain economic benefits are achieved.
Drawings
FIG. 1 is a schematic view of a construction column template.
Detailed Description
The present invention will be further illustrated with reference to the accompanying drawings and specific embodiments, which are to be understood as merely illustrative of the invention and not as limiting the scope of the invention. It should be noted that the terms "front," "back," "left," "right," "upper" and "lower" used in the following description refer to directions in the drawings, and the terms "inner" and "outer" refer to directions toward and away from, respectively, the geometric center of a particular component.
As shown in the figure, the novel constructional column anti-overflow slurry construction process comprises the following specific steps:
step 1: the constructional column is retained and arranged in a first-retreating and then-advancing mode and a third-retreating and third-advancing mode;
step 2: making a template by the constructional column according to the size;
and step 3: adhering by using a double-sided sponge adhesive tape according to the shape of a serrated raft of the constructional column;
and 4, step 4: the sponge adhesive tape on one side of the profiling plate does not tear off the surface layer;
and 5: filling and pouring concrete, and vibrating to compact;
step 6: and after the constructional column concrete reaches the specified strength, removing the formwork and cleaning.
In this embodiment, in step 2, the construction post is sized to form a template, each side of which is 10 cm greater than the serrated racking side of the construction post.
In this embodiment, in step 6, the concrete has a predetermined strength of C20.
The invention can effectively improve the forming quality of concrete, the gap between the template and the brick wall is blocked by mortar or other materials because the sponge adhesive tape is not adhered during the pouring of the traditional method, the rigid blocking material cannot deform to play a role in blocking and sealing because the constructional column vibrates greatly, so that cement paste overflows, and the sponge adhesive tape with elastic deformation can play a good role in effectively inhibiting the overflow of the cement paste during the vibration of the concrete; during traditional constructional column construction, because the grout in the concrete is excessive, can cause the concrete mix proportion not right, the intensity of concrete can not beat the requirement of design regulation, and the grout that spills over has also polluted the wall body surface, follow-up grout that must will stick out the wall before whitewashing the construction is rejected, and because the spill over of grout must lead to concrete edge angle honeycomb to appear, pitted surface, quality defects such as angle fall, cause repair material and artificial loss, and new constructional column concrete anti-overflow thick liquid measure, can effectually avoid the loss of grout, guarantee the intensity of concrete, promote the concrete quality of constructional column. Meanwhile, the labor and material cost for maintenance and repair can be reduced, and certain economic benefits are achieved.
The technical means disclosed in the invention scheme are not limited to the technical means disclosed in the above embodiments, but also include the technical scheme formed by any combination of the above technical features. It should be noted that those skilled in the art can make various improvements and modifications without departing from the principle of the present invention, and such improvements and modifications are also considered to be within the scope of the present invention.

Claims (3)

1. The utility model provides a novel constructional column prevents mud overflow construction technology which characterized in that, concrete step is:
step 1: the constructional column is retained and arranged in a first-retreating and then-advancing mode and a third-retreating and third-advancing mode;
step 2: making a template by the constructional column according to the size;
and step 3: adhering by using a double-sided sponge adhesive tape according to the shape of a serrated raft of the constructional column;
and 4, step 4: the sponge adhesive tape on one side of the profiling plate does not tear off the surface layer;
and 5: filling and pouring concrete, and vibrating to compact;
step 6: and after the constructional column concrete reaches the specified strength, removing the formwork and cleaning.
2. The novel constructional column grout-overflowing preventing construction process as claimed in claim 1, wherein the construction process comprises the following steps: in the step 2, the construction column is manufactured into a template according to the size, and each side of the construction column is 10 centimeters larger than the serrated racking side of the construction column.
3. The novel constructional column grout-overflowing preventing construction process as claimed in claim 1, wherein the construction process comprises the following steps: in step 6, the concrete has a predetermined strength of C20.
CN201911192386.XA 2019-11-28 2019-11-28 Novel constructional column anti-slurry-overflowing construction process Pending CN111042386A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201911192386.XA CN111042386A (en) 2019-11-28 2019-11-28 Novel constructional column anti-slurry-overflowing construction process

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201911192386.XA CN111042386A (en) 2019-11-28 2019-11-28 Novel constructional column anti-slurry-overflowing construction process

Publications (1)

Publication Number Publication Date
CN111042386A true CN111042386A (en) 2020-04-21

Family

ID=70233265

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201911192386.XA Pending CN111042386A (en) 2019-11-28 2019-11-28 Novel constructional column anti-slurry-overflowing construction process

Country Status (1)

Country Link
CN (1) CN111042386A (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2247909A (en) * 1990-09-15 1992-03-18 Jerez Requena Jose Luis Method of and apparatus for casting
CN203441100U (en) * 2013-09-05 2014-02-19 靖崇祥 Formwork structure of constructional column
CN104963431A (en) * 2015-07-17 2015-10-07 南通德源建设工程科技有限公司 Corner structural column construction method
CN106760503A (en) * 2016-11-22 2017-05-31 江苏大学 A kind of constructional column based on standard knot combination is poured uses template
CN110206303A (en) * 2019-06-05 2019-09-06 南通鑫金建设集团有限公司 Hollow elastic sealing strip secondary structure template construction method is installed

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2247909A (en) * 1990-09-15 1992-03-18 Jerez Requena Jose Luis Method of and apparatus for casting
CN203441100U (en) * 2013-09-05 2014-02-19 靖崇祥 Formwork structure of constructional column
CN104963431A (en) * 2015-07-17 2015-10-07 南通德源建设工程科技有限公司 Corner structural column construction method
CN106760503A (en) * 2016-11-22 2017-05-31 江苏大学 A kind of constructional column based on standard knot combination is poured uses template
CN110206303A (en) * 2019-06-05 2019-09-06 南通鑫金建设集团有限公司 Hollow elastic sealing strip secondary structure template construction method is installed

Similar Documents

Publication Publication Date Title
CN203684027U (en) Prefabricated assembled temporary road for building operations
CN104652830B (en) The construction method that a kind of Prefabricated construction panel and prefabricated panel are built
CN201865127U (en) Reinforced waterproof late poured band of basement bottom plate
CN101858142B (en) Construction method for preventing vertical cracking between main structure and filled wall
CN102758456B (en) Construction method of basement waterproofing projects
CN100469995C (en) Construction method for after-pouring band beam-slab template
CN103899088A (en) Construction method for large-span ultra-thin ultra-long cast-in-situ bare concrete plank
CN104989102B (en) A kind of improved concrete walls, column construction method
CN106677440A (en) Roofing parapet water-floating structure and construction method thereof
CN103967386A (en) Anti-leakage joint processing method of first filling gap of outer window of building
CN205857530U (en) Joint bar positioner
CN104372952A (en) Unstressed permeating washing scabbling technology
CN108374566B (en) Repairing process for leakage water on back water surface
CN205653820U (en) Basement post -cast strip advances plugging device
CN103696359B (en) A kind of prefabricated and cast-in-place bridge pier body structure of combining and construction method
CN206070600U (en) A kind of basement bottom plate rear pouring tape plate device
CN206015953U (en) Honeycomb structure blockwork
CN108412222A (en) A kind of construction leakage internal maintenance waterproof layer structure and construction technology
CN106436893A (en) Fully-prefabricated structure and construction method thereof
CN103669417B (en) Prefabricated outer wall of basement seam crossing epoxy resin cement concrete and construction method thereof
CN102493350A (en) Construction method of landscape bridge outside-hanging crash barrier
CN105298015A (en) Light anti-seismic partition plate with integrated architectural surface and wall body and manufacturing method thereof
CN106381980B (en) A kind of ground tile paving technique
CN105464396A (en) Reinforcing method for external wall of protective historical building
CN1693609A (en) Concrete building combined with heat insulating framework and its construction method

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination