CN103470044A - Construction method capable of controlling cracks in concrete floor - Google Patents

Construction method capable of controlling cracks in concrete floor Download PDF

Info

Publication number
CN103470044A
CN103470044A CN2013102769042A CN201310276904A CN103470044A CN 103470044 A CN103470044 A CN 103470044A CN 2013102769042 A CN2013102769042 A CN 2013102769042A CN 201310276904 A CN201310276904 A CN 201310276904A CN 103470044 A CN103470044 A CN 103470044A
Authority
CN
China
Prior art keywords
floor
concrete
terrace
flexible material
vertical structure
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
CN2013102769042A
Other languages
Chinese (zh)
Inventor
马全丽
孙志波
吕立军
孙英雷
黄占成
王冲
郭超
陈野
何柳
蔡芳霆
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.)
Tianjin MCC20 Construction Co Ltd
Original Assignee
Tianjin MCC20 Construction 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 Tianjin MCC20 Construction Co Ltd filed Critical Tianjin MCC20 Construction Co Ltd
Priority to CN2013102769042A priority Critical patent/CN103470044A/en
Publication of CN103470044A publication Critical patent/CN103470044A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

The invention discloses a construction method capable of controlling cracks in a concrete floor. The method comprises the following steps of leveling and compacting the foundation soil of the floor; colligating floor reinforcements, and breaking the floor reinforcements at positions 1 to 2cm away from a vertical structure to form a bounded lattice crack; arranging a floor template in a supporting way, and simultaneously filling a flexible material into the bounded lattice crack; pouring floor concrete, and taking out the flexible material filled in the bounded lattice crack after maintenance; after the floor concrete is uniformly settled, pouring concrete into the bounded lattice crack, and performing maintenance. According to the construction method, the flexible material is arranged at a joint of the floor and the vertical structure, and can be used for disconnecting the floor from the vertical structure, so that the cracks caused by the non-uniform settlement of the floor and the vertical structure are prevented, and the construction quality and the attractive appearance of the floor are improved; the construction method is easy to operate, convenient to construct and high in construction speed; the flexible material is used for disconnecting, and is light in self weight and convenient to use, so that convenience is brought to construction.

Description

A kind of job practices of controlling the concrete floor crack
Technical field
The present invention relates to the concrete pavement method, specifically, relate to the processing method at the handing-over positions such as concrete floor and concrete column.
Background technology
All use the concreting terrace in the industrial construction factory building at present, and, in floor construction, crack is one of common quality defect.Wherein in the construction factory building, during the large tracts of land terrace, often can occur that near the terrace vertical structure external corners such as concrete column, equipment Foundations the handing-over line of ,Gai crack, crack and terrace and vertical structure is 135 ° of left and right angles, so be called as 45 ° of cracks.
The control work of carrying out crack is particularly important, and when the large tracts of land terrace is constructed, traditional job practices is that terrace be take to 6*6m as unit usually, and partition seam is done in centre, its objective is and prevents from causing producing crack because the terrace area is excessive.But at present floor construction is never taked control measure to 45 ° of cracks specially, thus the phenomenon in terrace and 45 ° of cracks of appearance, vertical structure junction such as concrete column, equipment Foundations usually occurs, thus have a strong impact on the attractive in appearance of on-the-spot quality and terrace.
Summary of the invention
What the present invention will solve is the easy technical problem that produces 45 ° of cracks of negative and positive angle intersection of concrete floor and vertical structure, and a kind of job practices of controlling the concrete floor crack is provided, and can prevent the generation in 45 ° of cracks.
In order to solve the problems of the technologies described above, the present invention is achieved by following technical scheme:
A kind of job practices of controlling the concrete floor crack, this job practices is carried out in accordance with the following steps:
(1) the terrace foundation soil is smooth, compacting;
(2) colligation terrace reinforcing bar, described terrace reinforcing bar disconnects at distance vertical structure 1-2cm place, makes between described terrace reinforcing bar and vertical structure to form boundary's lattice seam;
(3) install the terrace template, simultaneously filling flexible material in described boundary lattice seam;
(4) build the terrace concrete;
(5), after the terrace concrete curing completes, the flexible material of filling in described boundary lattice seam is taken out;
(6) after terrace concrete Equalsettlement, concreting maintenance in described boundary lattice seam.
Described flexible material is selected polyethylene foam sheet.
The invention has the beneficial effects as follows:
In the junction of terrace and vertical structure, flexible material is set during construction, flexible material can disconnect terrace and vertical structure, thereby prevent the crack that the sedimentation inequality due to terrace and vertical structure causes, improve construction quality and terrace aesthetics, simple to operate, easy construction, speed of application is fast, and adopts flexible material as partition, and the flexible material dead weight is light, the convenient use, constructability.
The accompanying drawing explanation
Fig. 1 is the job practices schematic diagram in control concrete floor provided by the present invention crack;
Fig. 2 is the cross sectional view of Fig. 1;
Fig. 3 is the construction sequence schematic diagram of placing polyethylene foam sheet.
In figure: 1: terrace; 2: boundary's lattice seam; 3: concrete column; 4: the terrace reinforcing bar.
The specific embodiment
The present invention is described in further detail as example below to take certain workshop floor construction, and following examples can make those skilled in the art more fully understand the present invention, but do not limit the present invention in any way.
The present embodiment discloses the job practices in a kind of concrete floor processed crack, the integral construction process be foundation soil smooth → reinforcing bar binding, template install → place flexible material → concreting at concrete column 3 places, vibrate → floating rule, rolling bar levelling → machinery is carried slurry → mechanical polishing → maintenance → taking-up flexible material → concreting, specific as follows.Wherein, wherein flexible material refers to the low and material of inextensibility of intensity, and as pitch, malthoid, polyethylene foam sheet etc., following examples select polyethylene foam sheet as flexible material, but flexible material of the present invention is not limited to this.
1. foundation soil compacting, levelling
Terrace 1 foundation soil is smooth, smooth with rammer, the earthwork is tamped afterwards.Survey the absolute altitude of establishing according to level gauge, look for the height of terrace 1 foundation soil, till being adjusted to design elevation.
2. colligation terrace reinforcing bar 4
Disconnect in terrace reinforcing bar 4 and the position of concrete column 3 apart from 2cm, make between terrace reinforcing bar 4 and concrete column 3 to form boundary's lattice seam.
3. slideway is installed
At 500mm place, distance terrace edge ground way, slideway is arranged in parallel according to the concreting direction is elongated, and spacing is 6000mm, and must install by hanging wire, makes it straight.
4. install the terrace template.
5. placement polyethylene foam sheet
Place polyethylene foam sheet in boundary's lattice seam, and withstand polyethylene foam sheet with terrace reinforcing bar 4, fix polyethylene foam sheet with this, as Fig. 3.
6. concreting and vibrating
(1) concrete building, take layering to overlap the method for continuous placing, strictly controls the appearance of concrete construction joint, avoids occurring cold seam phenomenon;
(2) time of concrete delamination overlap joint was controlled in 90 minutes;
(3), during concrete vibrating, vibrating spear should accomplish that fast inserting pull out slowly, guarantees concrete density;
(4) concrete vibrating adopts the plug-in type vibrating rod, and the spacing plugged and pounded should be even, and its spacing is not more than 1.5 times of terrace 1 thickness;
(5) concrete vibration time is unsuitable long too short, and general every some time of vibration, at 20~30s, no longer sinks to being advisable without obvious bubble and laitance with concrete surface;
(6) bleeding occurred in the concrete vibrating process, should get rid of.
7. rolling bar, floating rule levelling
(1) concrete surface after vibrating, a little more than terrace 1 design elevation 5~10mm, guarantees that the concrete surface after levelling is full, and the polishing, the essence that are beneficial to concrete floor 1 are flat;
(2) floating rule adopts the long aluminium alloys chi of 6m, by two operators, controls the floating rule two ends, is close to the steel pipe top rubbing levelling back and forth of slideway, and levelling must edge be built direction and retreated and carry out, in case leave footprints; Then with rolling bar, roll back and forth, the compacting levelling.
8. machinery is carried slurry
After concrete initial set, first with the steel disk trowelling machine that has been equipped with, in direction levelling in length and breadth, carry slurry, circulate twice; When slurry carried in levelling, and mechanically actuated personnel Ying Bian carries the slurry limit and retreats (along the concreting direction), in case leave a trace, wait for after the concrete initial set sclerosis polished again, smart flat operation.
9. the mechanical polishing essence is flat
(1), after concrete surface is carried slurry, according to concrete coagulating time and hardening of concrete situation, determine whether that the polishing essence is flat.Work as concrete initial set, and reach in the situation of certain degree of hardness (operating personnel stand up concrete surface without the footprint that sink), carry the surface of slurry at concrete floor 1, removal steel disk, mechanical spatula on employing equipment is carried out the polishing of direction in length and breadth to concrete surface, generally polishes 2-3 time.Make concrete surface fine and close, smooth, bright and clean;
(2), during the concrete surface mechanical polishing, machinery operator is answered while smearing and is moved back, and must wear flat soft footwear, in case leave footprints;
(3) operation of floating machinery must be carried out continuously, and operating process should be accomplished without any letup, must not be paused.
10. maintenance, finished product protection
(1) after concrete polishing essence is put down, adopt Polypropylence Sheet to do the maintenance covering layer, the natural curing time is generally more than 7d;
(2) the finished product protection stage, periphery arranges red white alarm flag, and special messenger nurse, prevents from that construction machinery and constructor are strayed into to trample.
11. take out boundary's lattice seam 2 between concrete column 3 and terrace 1 interior polyethylene foam sheet.
12. build the concrete in boundary's lattice seam 2.
Although the above is described the preferred embodiments of the present invention by reference to the accompanying drawings; but the present invention is not limited to the above-mentioned specific embodiment; the above-mentioned specific embodiment is only schematic; be not restrictive; those of ordinary skill in the art is under enlightenment of the present invention; not breaking away from the scope situation that aim of the present invention and claim protect, can also make the concrete conversion of a lot of forms, within these all belong to protection scope of the present invention.

Claims (2)

1. a job practices of controlling the concrete floor crack, is characterized in that, this job practices is carried out in accordance with the following steps:
(1) the terrace foundation soil is smooth, compacting;
(2) colligation terrace reinforcing bar, described terrace reinforcing bar disconnects at distance vertical structure 1-2cm place, makes between described terrace reinforcing bar and vertical structure to form boundary's lattice seam;
(3) install the terrace template, simultaneously filling flexible material in described boundary lattice seam;
(4) build the terrace concrete;
(5), after the terrace concrete curing completes, the flexible material of filling in described boundary lattice seam is taken out;
(6) after terrace concrete Equalsettlement, concreting maintenance in described boundary lattice seam.
2. a kind of job practices of controlling the concrete floor crack according to claim 1, is characterized in that, described flexible material is selected polyethylene foam sheet.
CN2013102769042A 2013-07-03 2013-07-03 Construction method capable of controlling cracks in concrete floor Pending CN103470044A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2013102769042A CN103470044A (en) 2013-07-03 2013-07-03 Construction method capable of controlling cracks in concrete floor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2013102769042A CN103470044A (en) 2013-07-03 2013-07-03 Construction method capable of controlling cracks in concrete floor

Publications (1)

Publication Number Publication Date
CN103470044A true CN103470044A (en) 2013-12-25

Family

ID=49795072

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2013102769042A Pending CN103470044A (en) 2013-07-03 2013-07-03 Construction method capable of controlling cracks in concrete floor

Country Status (1)

Country Link
CN (1) CN103470044A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105421483A (en) * 2015-11-03 2016-03-23 国网山东省电力公司经济技术研究院 Method for increasing first pass yield of equipment foundation embedded part stress isolation joints
CN106592648A (en) * 2017-02-10 2017-04-26 浙江省城乡规划设计研究院 Ground anti-cracking treatment method
CN107542164A (en) * 2016-06-28 2018-01-05 上海宝冶集团有限公司 Build the suspension column terrace crack resistence construction method of pillar
CN108239904A (en) * 2016-12-26 2018-07-03 中冶天工集团天津有限公司 A kind of cement concrete crack resistence layer structure and construction method
CN110685424A (en) * 2019-09-05 2020-01-14 东莞市鲁班装饰工程有限公司 Building floor leveling anti-cracking construction method and building floor leveling anti-cracking structure

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20020069602A1 (en) * 2000-12-08 2002-06-13 Blanchet Paulin A. Hurricane resistant precast composite building system
CN102808499A (en) * 2012-08-10 2012-12-05 上海中锦建设集团股份有限公司 Construction method of abrasion-resistant concrete floor with marble gloss
CN103122693A (en) * 2011-11-18 2013-05-29 中国建筑第七工程局有限公司 Multi-layer oversized-area reinforced concrete ground seamless construction method

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20020069602A1 (en) * 2000-12-08 2002-06-13 Blanchet Paulin A. Hurricane resistant precast composite building system
CN103122693A (en) * 2011-11-18 2013-05-29 中国建筑第七工程局有限公司 Multi-layer oversized-area reinforced concrete ground seamless construction method
CN102808499A (en) * 2012-08-10 2012-12-05 上海中锦建设集团股份有限公司 Construction method of abrasion-resistant concrete floor with marble gloss

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
周鹏华,周洋: "大面积混凝土地面裂缝的控制措施", 《建筑施工》, vol. 30, no. 9, 30 September 2008 (2008-09-30) *
张帆等: "大面积混凝土地坪施工技术", 《施工技术》, vol. 35, 31 December 2010 (2010-12-31) *

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105421483A (en) * 2015-11-03 2016-03-23 国网山东省电力公司经济技术研究院 Method for increasing first pass yield of equipment foundation embedded part stress isolation joints
CN105421483B (en) * 2015-11-03 2018-04-17 国网山东省电力公司经济技术研究院 The method for improving Equipment Foundations embedded part stress isolation seam first-time qualification rate
CN107542164A (en) * 2016-06-28 2018-01-05 上海宝冶集团有限公司 Build the suspension column terrace crack resistence construction method of pillar
CN108239904A (en) * 2016-12-26 2018-07-03 中冶天工集团天津有限公司 A kind of cement concrete crack resistence layer structure and construction method
CN106592648A (en) * 2017-02-10 2017-04-26 浙江省城乡规划设计研究院 Ground anti-cracking treatment method
CN106592648B (en) * 2017-02-10 2019-05-21 浙江省城乡规划设计研究院 A kind of ground crack resistence processing method
CN110685424A (en) * 2019-09-05 2020-01-14 东莞市鲁班装饰工程有限公司 Building floor leveling anti-cracking construction method and building floor leveling anti-cracking structure

Similar Documents

Publication Publication Date Title
CN101906768B (en) Panel construction method of concrete faced rock-fill dam
CN100535254C (en) Once forming construction technique for concrete panel rock fill dam bedding material and slope fixing mortar
CN103470044A (en) Construction method capable of controlling cracks in concrete floor
CN102937027A (en) Construction method of edge top arch and bottom arch of concrete pouring tunnel
CN103410139B (en) Foundation ditch narrow zone backfill densification process
CN105350777A (en) Device and method for one-time pouring molding of ultra-high concrete column
CN106759126B (en) Construction method of side slope support drainage channel
CN102505709A (en) Concrete-formwork-precast foundation construction method
CN107059920A (en) Loess formation piping lane construction technology
CN113668928B (en) Method for controlling construction cracks of ultra-large-volume concrete water pool
CN105256854A (en) Excavator bucket suitable for construction of trapezoid channel and construction method
CN107191006B (en) Dismantling and repairing method for refractory concrete layer of diversion trench
CN105401723A (en) Detachable cyclic utilization device controlling floating of light block filling internal mold
CN108277777A (en) Wave wall substep pouring construction process
CN103938635A (en) Method for conducting foundation pit bevel bed course construction by adopting inverted trapezoidal template
CN104328790A (en) Cast-in-situ sprayed concrete hidden bearing platform and hidden ground beam molding bed
CN103215950A (en) Pile foundation extension construction method in backfilling area
CN203096762U (en) Anti-frost ground beam
CN111851726A (en) Quick leveling construction method for basement floor concrete
CN106917396B (en) A kind of taper foundation reinforcement method
CN205329714U (en) Compound retaining wall structure of highway precast concrete piece
CN108571009B (en) Construction method for side wall of full-cover excavation top-down subway station
CN102535493A (en) Method for constructing inverted type foundation beam
CN102943484B (en) Tapered-iron pulp-bedding rapid leveling method for large-size and middle-size equipment installation
CN113174904A (en) Construction method for ecological landscape open channel for downward seepage and stagnation storage in sponge city

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C02 Deemed withdrawal of patent application after publication (patent law 2001)
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20131225