CN107675813A - A kind of construction method of winter masonry project - Google Patents
A kind of construction method of winter masonry project Download PDFInfo
- Publication number
- CN107675813A CN107675813A CN201710711929.9A CN201710711929A CN107675813A CN 107675813 A CN107675813 A CN 107675813A CN 201710711929 A CN201710711929 A CN 201710711929A CN 107675813 A CN107675813 A CN 107675813A
- Authority
- CN
- China
- Prior art keywords
- mortar
- masonry
- winter
- construction method
- sand
- 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
Links
- 238000010276 construction Methods 0.000 title claims abstract description 20
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 47
- 239000011449 brick Substances 0.000 claims abstract description 21
- 239000004576 sand Substances 0.000 claims abstract description 16
- 235000008733 Citrus aurantifolia Nutrition 0.000 claims abstract description 11
- 235000011941 Tilia x europaea Nutrition 0.000 claims abstract description 11
- 239000004571 lime Substances 0.000 claims abstract description 11
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 9
- 238000002156 mixing Methods 0.000 claims abstract description 9
- 239000004088 foaming agent Substances 0.000 claims abstract description 5
- 238000010438 heat treatment Methods 0.000 claims abstract description 5
- 239000004566 building material Substances 0.000 claims abstract description 4
- 239000012634 fragment Substances 0.000 claims abstract description 4
- 239000008236 heating water Substances 0.000 claims abstract description 4
- 238000007654 immersion Methods 0.000 claims abstract description 4
- 239000012774 insulation material Substances 0.000 claims abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- 239000004568 cement Substances 0.000 claims description 5
- 238000003823 mortar mixing Methods 0.000 claims description 3
- 230000009049 secondary transport Effects 0.000 claims description 3
- 238000003756 stirring Methods 0.000 claims description 3
- 239000002002 slurry Substances 0.000 claims 1
- 230000032258 transport Effects 0.000 claims 1
- 238000010257 thawing Methods 0.000 description 3
- 230000008014 freezing Effects 0.000 description 2
- 238000007710 freezing Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009172 bursting Effects 0.000 description 1
- 238000001354 calcination Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000010348 incorporation Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- 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
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B20/00—Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
- C04B20/02—Treatment
- C04B20/04—Heat treatment
- C04B20/06—Expanding clay, perlite, vermiculite or like granular materials
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/244—Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires
Abstract
The present invention relates to a kind of construction method of winter masonry project, comprise the following steps：S1, the dirt for removing building material surface, reject the fragment of brick freezed by immersion；If S2, lime paste freeze, melt lime paste；S3, mix well sand and it is not contained diameter and freeze block and ice cube more than 10mm；S4, in advance heating sand are to 20~35 DEG C, and for heating water to 40~70 DEG C, environment temperature is not less than 5 DEG C of mixing mortars, and mixing time increases by 0.5~1 times than normal temperature situation；S5, build masonry by laying bricks or stones, vertical mortar seam is filled up before daily knock off, does not spread mortar above, masonry upper surface is covered with insulation material.Compared with prior art, the present invention is in mortar by adding proper proportion antifreezing agent, modified foaming agent, improves the performances such as the freeze-proof of mortar, workability, durability, and the effective measure for ensureing masonry quality is proposed in work progress.
Description
Technical field
The present invention relates to a kind of masonry construction method, more particularly, to a kind of construction method of winter masonry project.
Background technology
The winter of northern China and cold district, due to prolonged consecutive low temperature, the temperature difference is big, high wind, snowfall and frost,
Weather conditions are poor.When estimated continuous 10 days outdoor temperature on average is less than 5 DEG C, or beyond the winter construction time limit, same day gas
When temperature is less than 3 DEG C, masonry project will require to carry out according to winter construction.
Winter, most significant influence was that mortar is freezed by cold service.The mortar freezed will appear from stopping hardening, lose
Cementation and intensity, plasticity significantly reduce, mortar joint compactness weakens, it is uneven to be produced under the load action of mortar defrosting upper back
The drawbacks such as sedimentation.Therefore, the winter construction of masonry project needs to take corresponding measure from many aspects.
The content of the invention
It is an object of the present invention to overcome the above-mentioned drawbacks of the prior art and provide a kind of winter masonry project
Construction method.
The purpose of the present invention can be achieved through the following technical solutions：
A kind of construction method of winter masonry project, comprises the following steps：
S1, the dirt for removing building material surface, reject the fragment of brick freezed by immersion；
If S2, lime paste freeze, melt lime paste；
S3, mix well sand and it is not contained diameter and freeze block and ice cube more than 10mm；
S4, in advance heating sand are to 20~35 DEG C, and for heating water to 40~70 DEG C, environment temperature is not less than 5 DEG C of mixing mortars,
Mixing time increases by 0.5~1 times than normal temperature situation；
S5, build masonry by laying bricks or stones, vertical mortar seam is filled up before daily knock off, does not spread mortar above, is covered and built with insulation material
Body upper surface.
The mortar includes sand, water, cement, lime paste and antifreezing agent.
Ratio of the antifreezing agent in mortar is 6~7%.
The mortar also includes modified foaming agent, and its ratio in mortar is 0.1~0.3%.
The denseness when mortar is used in porous brick masonry is in 90~120mm, and denseness is 45 when being built by laying bricks or stones used in ashlar
~60mm.
Directly transported after the mortar mixing, do not accumulate Secondary Transport, the storage time of mortar is no more than 15min.
The mortar when building masonry by laying bricks or stones temperature more than 5 DEG C.
Compared with prior art, appropriate antifreezing agent is added in mortar of the present invention prevents mortar hardening, and mixes appropriate change
Property foaming agent, so as to improve the workability of mortar, freeze thawing resistance cyclicity and durability, and can save the dosage of cement；To water and
Sand uses advance mode of heating, and mixing time increases by 0.5~1 times than normal temperature situation, is advantageous to the uniformity of mortar, water temperature is 40
~70 DEG C will not produce false set because temperature is too high；Heat insulation work is carried out when knocking off daily in construction to masonry, ensures and builds
Body will not occur low temperature bursting by freezing phenomena such as.
Brief description of the drawings
Fig. 1 is the construction method of winter masonry project of the invention.
Embodiment
The present invention is described in detail with specific embodiment below in conjunction with the accompanying drawings.The present embodiment is with technical solution of the present invention
Premised on implemented, give detailed embodiment and specific operating process, but protection scope of the present invention is not limited to
Following embodiments.
As shown in figure 1, a kind of construction method of winter masonry project, comprises the following steps：
S1, the dirt for removing building material surface, ice and snow etc., reject the fragment of brick freezed by immersion；
If S2, lime paste freeze, melt lime paste；
S3, mix well sand and it is not contained diameter and freeze block and ice cube more than 10mm, ensure mortar quality；
S4, in advance heating sand are to 20~35 DEG C, and for heating water to 40~70 DEG C, environment temperature is not less than 5 DEG C of mixing mortars,
The frame stove that can be put up a shed by mixer is incubated, and mixing time increases by 0.5~1 times than normal temperature situation, and sand field is covered with tent, works as gas
It is incubated when temperature is relatively low using brooder, prevents sand from freezing, but sand must not the calcination on steel plate；
S5, build masonry by laying bricks or stones, vertical mortar seam is filled up before daily knock off, does not spread mortar above, with insulation material by masonry
Upper surface is covered, and when building by laying bricks or stones within second day, first should be swept only the frost and snow on masonry surface, can be continued to build by laying bricks or stones.
Mortar includes sand, water, cement, lime paste and antifreezing agent, and wherein ratio of the antifreezing agent in mortar is 6~7%,
Antifreezing agent is qualified using inspection and through the satisfactory product of laboratory's match ratio trial.Mortar also includes modified foaming agent, its
Ratio in mortar is 0.1~0.3%, can improve the workability, freeze thawing resistance cyclicity and durability of mortar, and can save
The dosage of cement.
Denseness when mortar is used in porous brick masonry in 90~120mm, when being built by laying bricks or stones used in ashlar denseness 45~
60mm。
Directly transported after mortar mixing, do not accumulate Secondary Transport, the storage time of mortar is no more than 15min.
Mortar is after stirring, transporting, and temperature is more than 5 DEG C when building by laying bricks or stones.Without using the mortar freezed, not by heat
Stirring use again in mortar is freezed in water incorporation, and also not when building by laying bricks or stones, into mortar, water mixing uses.Under the conditions of subzero temperature, when laying bricks
Do not sprinkle water moistening.
Claims (7)
1. a kind of construction method of winter masonry project, it is characterised in that comprise the following steps：
S1, the dirt for removing building material surface, reject the fragment of brick freezed by immersion；
If S2, lime paste freeze, melt lime paste；
S3, mix well sand and it is not contained diameter and freeze block and ice cube more than 10mm；
S4, in advance heating sand are to 20~35 DEG C, and for heating water to 40~70 DEG C, environment temperature is not less than 5 DEG C of mixing mortars, stirring
Time increases by 0.5~1 times than normal temperature situation；
S5, build masonry by laying bricks or stones, vertical mortar seam is filled up before daily knock off, does not spread mortar above, with insulation material covering masonry
Surface.
2. the construction method of a kind of winter masonry project according to claim 1, it is characterised in that the mortar includes sand
Son, water, cement, lime paste and antifreezing agent.
3. the construction method of a kind of winter masonry project according to claim 2, it is characterised in that the antifreezing agent is in sand
Ratio in slurry is 6~7%.
4. the construction method of a kind of winter masonry project according to claim 2, it is characterised in that the mortar also includes
Modified foaming agent, its ratio in mortar are 0.1~0.3%.
5. the construction method of a kind of winter masonry project according to claim 1, it is characterised in that the mortar is used in more
The denseness during brick masonry of hole is in 90~120mm, and denseness is in 45~60mm when being built by laying bricks or stones used in ashlar.
6. the construction method of a kind of winter masonry project according to claim 1, it is characterised in that after the mortar mixing
Directly transport, do not accumulate Secondary Transport, the storage time of mortar is no more than 15min.
7. the construction method of a kind of winter masonry project according to claim 1, it is characterised in that the mortar is being built by laying bricks or stones
Temperature is more than 5 DEG C during masonry.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710711929.9A CN107675813A (en) | 2017-08-18 | 2017-08-18 | A kind of construction method of winter masonry project |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710711929.9A CN107675813A (en) | 2017-08-18 | 2017-08-18 | A kind of construction method of winter masonry project |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107675813A true CN107675813A (en) | 2018-02-09 |
Family
ID=61135384
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710711929.9A Pending CN107675813A (en) | 2017-08-18 | 2017-08-18 | A kind of construction method of winter masonry project |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107675813A (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE69601466D1 (en) * | 1995-06-06 | 1999-03-11 | Univ Dayton | CONSTRUCTION MATERIALS CONTAINING PHASE CHANGING MATERIALS AND THEIR PRODUCTION METHOD |
| CN104196134A (en) * | 2014-09-04 | 2014-12-10 | 中建四局第六建筑工程有限公司 | Heat preservation system and construction method thereof |
| CN105625588A (en) * | 2016-01-27 | 2016-06-01 | 中国十七冶集团有限公司 | Construction method for heat preservation external wall of building |
-
2017
- 2017-08-18 CN CN201710711929.9A patent/CN107675813A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE69601466D1 (en) * | 1995-06-06 | 1999-03-11 | Univ Dayton | CONSTRUCTION MATERIALS CONTAINING PHASE CHANGING MATERIALS AND THEIR PRODUCTION METHOD |
| CN104196134A (en) * | 2014-09-04 | 2014-12-10 | 中建四局第六建筑工程有限公司 | Heat preservation system and construction method thereof |
| CN105625588A (en) * | 2016-01-27 | 2016-06-01 | 中国十七冶集团有限公司 | Construction method for heat preservation external wall of building |
Non-Patent Citations (2)
| Title |
|---|
| 宋建忠: "《浅析砌体工程冬季施工技术》", 《黑龙江科技信息》 * |
| 雷艳梅: "《有关砌体工程冬季施工的几点探讨》", 《科技与企业》 * |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180209 |
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| RJ01 | Rejection of invention patent application after publication |