CN114541757A - Construction method for preventing joint of built-in heat-insulation shear wall and filler wall under window from cracking - Google Patents
Construction method for preventing joint of built-in heat-insulation shear wall and filler wall under window from cracking Download PDFInfo
- Publication number
- CN114541757A CN114541757A CN202111395356.6A CN202111395356A CN114541757A CN 114541757 A CN114541757 A CN 114541757A CN 202111395356 A CN202111395356 A CN 202111395356A CN 114541757 A CN114541757 A CN 114541757A
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- China
- Prior art keywords
- wall
- window
- shear wall
- wire mesh
- steel wire
- 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
- 238000009413 insulation Methods 0.000 title claims abstract description 35
- 239000000945 filler Substances 0.000 title claims abstract description 27
- 238000010276 construction Methods 0.000 title claims abstract description 19
- 238000005336 cracking Methods 0.000 title claims abstract description 12
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 43
- 239000010959 steel Substances 0.000 claims abstract description 43
- 238000004873 anchoring Methods 0.000 claims abstract description 10
- 238000005266 casting Methods 0.000 claims abstract description 4
- 238000011065 in-situ storage Methods 0.000 claims abstract description 4
- 238000007789 sealing Methods 0.000 claims abstract description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 6
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000012423 maintenance Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 7
- 239000010410 layer Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 208000010392 Bone Fractures Diseases 0.000 description 1
- 229920004934 Dacron® Polymers 0.000 description 1
- 206010017076 Fracture Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000009430 construction management Methods 0.000 description 1
- 230000006355 external stress Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 239000002655 kraft paper Substances 0.000 description 1
- 239000004816 latex Substances 0.000 description 1
- 229920000126 latex Polymers 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 239000005020 polyethylene terephthalate Substances 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000035882 stress Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 238000000844 transformation Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- 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
- E04B1/38—Connections for building structures in general
-
- 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
- E04B1/78—Heat insulating elements
- E04B1/80—Heat insulating elements slab-shaped
-
- 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
-
- 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
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B30/00—Energy efficient heating, ventilation or air conditioning [HVAC]
- Y02B30/90—Passive houses; Double facade technology
Abstract
The invention discloses a construction method for preventing a joint of a built-in heat-insulating shear wall and a filler wall under a window from cracking, wherein a steel wire mesh frame plate of the filler wall under the window is produced through drawings and steel bars of the shear wall are bound; installing a shear wall steel wire mesh frame insulation board and a window lower filler wall steel wire mesh frame insulation board at the end part of a shear wall; anchoring the lower part of the steel wire mesh frame insulation board of the infilled wall below the window at intervals of 20cm by using steel bars not less than phi 6; two sides of the steel wire mesh frame insulation board of the infilled wall below the window are provided with a steel bar at intervals of 20cm from the top; the top of the steel wire mesh frame insulation board of the filler wall under the window is reinforced by U-shaped steel bars with the diameter of phi 6; and sealing the templates at two sides of the shear wall and the under-window filler wall, and integrally casting the shear wall and the under-window filler wall in situ by using concrete. The invention solves the problem that cracks are easy to generate between the traditional built-in heat-insulating shear wall and the built-in heat-insulating window infill wall during construction, and the original construction mode is adjusted from the crack generating position, so that the durability of the shear wall is good, and the maintenance cost is low.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a construction method for preventing a joint of a built-in heat-insulation shear wall and a filler wall under a window from cracking.
Background
Because of the influence of various factors such as the structural form of a building, climatic conditions, system materials, construction process, construction management and the like, even the most mature heat insulation system can generate a series of quality problems after engineering, wherein the problems of cracking and hollowing of the heat insulation system are more prominent, the heat insulation system can affect the appearance slightly, and the heat insulation system can seep water and fall off to lose the energy-saving effect and shorten the service life of the building. In the fracture treatment method, the following three treatment methods are generally used: the first is that after the heat preservation layer is cleaned, a layer of dacron cloth, kraft paper or newspaper is stuck, and the integrity of the surface layer is ensured by using the tension of the fiber; the method is simple and easy to implement, but has a common effect. The second is to remove the heat-insulating board, install a layer of gypsum board or five centimetre boards outside the heat-insulating layer, and then make latex paint; the method can effectively remove cracks, but has higher cost and great construction difficulty; and the third method adopts elastic putty to be coated at the crack, so that the problem of wall cracks can be solved to a certain extent, but the material has small elasticity and the repairing degree of the large crack is limited. In summary, the existing corresponding methods for solving the cracking problem of the insulation wall surface do not fundamentally eliminate the cracking problem, and the cracks can continuously grow and develop under the action of continuous internal stress or external stress.
Disclosure of Invention
In order to solve the problems, the invention provides a construction method for preventing the joint of a built-in heat-insulation shear wall and a filler wall under a window from cracking by changing the construction mode from the source.
The technical scheme adopted by the invention is as follows: a construction method for preventing a joint of a built-in heat-insulation shear wall and a filler wall under a window from cracking comprises the following steps:
step one, analyzing the specification and the size of a steel wire mesh frame plate of a filler wall under a window according to a construction drawing, and finishing the production of the steel wire mesh frame plate;
binding the shear wall reinforcing steel bars; after the shear wall steel bars are bound, installing the shear wall steel wire mesh frame insulation board and the under-window filler wall steel wire mesh frame insulation board at the end part of the shear wall;
anchoring the lower part of the heat insulation plate of the steel wire mesh frame of the infilled wall below the window at intervals of 20cm by using reinforcing steel bars not less than phi 6, wherein the anchoring length is not less than 30 cm;
fourthly, distributing through-length steel bars with the diameter not smaller than phi 8 at intervals of 20cm from the top on two sides of the steel wire mesh frame insulation board of the filler wall under the window, and anchoring the steel bars into the shear wall with the length not smaller than 25 cm;
step five, reinforcing the top of the steel wire mesh frame insulation board of the filler wall under the window by adopting a U-shaped steel bar with the diameter of phi 6;
and sixthly, sealing templates at two sides of the shear wall and the under-window infill wall, and integrally casting the shear wall and the under-window infill wall in situ by using concrete, so that the shear wall and the infill wall are integrated.
The invention has the following beneficial effects: the invention adopts the construction method for preventing the joint of the built-in heat-insulation shear wall and the window lower filler wall from cracking, solves the problem that the traditional built-in heat-insulation shear wall and the built-in heat-insulation window lower filler wall are easy to crack during construction, and carries out root cause construction mode adjustment from the crack generation position, so that the shear wall has good durability, low maintenance cost and deep social benefit.
Detailed Description
The embodiment is as follows: a construction method for preventing a joint of a built-in heat-insulation shear wall and a filler wall under a window from cracking comprises the following steps:
step one, analyzing the specification and the size of a steel wire mesh frame plate of a filler wall under a window according to a construction drawing, and finishing the production of the steel wire mesh frame plate;
binding the shear wall reinforcing steel bars; after the shear wall steel bars are bound, installing the shear wall steel wire mesh frame insulation board and the under-window filler wall steel wire mesh frame insulation board at the end part of the shear wall;
anchoring the lower part of the heat insulation plate of the steel wire mesh frame of the infilled wall below the window at intervals of 20cm by using reinforcing steel bars not less than phi 6, wherein the anchoring length is not less than 30 cm;
fourthly, distributing through-length steel bars with the diameter not smaller than phi 8 at intervals of 20cm from the top on two sides of the steel wire mesh frame insulation board of the filler wall under the window, and anchoring the steel bars into the shear wall with the length not smaller than 25 cm;
step five, reinforcing the top of the steel wire mesh frame insulation board of the filler wall under the window by adopting a U-shaped steel bar with the diameter of phi 6;
and sixthly, sealing templates at two sides of the shear wall and the under-window infill wall, and integrally casting the shear wall and the under-window infill wall in situ by using concrete, so that the shear wall and the infill wall are integrated.
In addition to the above embodiments, the present invention may have other embodiments. All technical solutions formed by adopting equivalent substitutions or equivalent transformations fall within the protection scope of the claims of the present invention.
Claims (1)
1. A construction method for preventing a joint of a built-in heat-insulation shear wall and a filler wall under a window from cracking is characterized by comprising the following steps:
step one, analyzing the specification and the size of a steel wire mesh frame plate of a filler wall under a window according to a construction drawing, and finishing the production of the steel wire mesh frame plate;
binding the shear wall reinforcing steel bars; after the shear wall steel bars are bound, installing the shear wall steel wire mesh frame insulation board and the under-window filler wall steel wire mesh frame insulation board at the end part of the shear wall;
anchoring the lower part of the heat insulation plate of the filled wall steel wire mesh frame below the window at intervals of 20cm by using reinforcing steel bars not smaller than phi 6, wherein the anchoring length is not smaller than 30 cm;
fourthly, distributing through-length steel bars with the diameter not smaller than phi 8 at intervals of 20cm from the top on two sides of the steel wire mesh frame insulation board of the filler wall under the window, and anchoring the steel bars into the shear wall with the length not smaller than 25 cm;
step five, reinforcing the top of the steel wire mesh frame heat insulation board of the filler wall under the window by adopting U-shaped steel bars with the diameter of phi 6;
and sixthly, sealing templates at two sides of the shear wall and the under-window infill wall, and integrally casting the shear wall and the under-window infill wall in situ by using concrete, so that the shear wall and the infill wall are integrated.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202111395356.6A CN114541757A (en) | 2021-11-23 | 2021-11-23 | Construction method for preventing joint of built-in heat-insulation shear wall and filler wall under window from cracking |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202111395356.6A CN114541757A (en) | 2021-11-23 | 2021-11-23 | Construction method for preventing joint of built-in heat-insulation shear wall and filler wall under window from cracking |
Publications (1)
Publication Number | Publication Date |
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CN114541757A true CN114541757A (en) | 2022-05-27 |
Family
ID=81668807
Family Applications (1)
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CN202111395356.6A Pending CN114541757A (en) | 2021-11-23 | 2021-11-23 | Construction method for preventing joint of built-in heat-insulation shear wall and filler wall under window from cracking |
Country Status (1)
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Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108301538A (en) * | 2018-03-22 | 2018-07-20 | 吉林长发建筑产业化有限公司 | Filling wall and its construction method under a kind of prefabricated windows |
CN108316525A (en) * | 2018-04-28 | 2018-07-24 | 中建科技河南有限公司 | A kind of monoblock type composite thermal insulation exterior wall and its construction method |
CN108915128A (en) * | 2018-08-08 | 2018-11-30 | 陈红庆 | A kind of modeling rack heat-preserving wall and construction method |
CN112411805A (en) * | 2020-11-27 | 2021-02-26 | 上海宝冶集团有限公司 | Heat-insulation building method for shear wall and filler wall of heat-insulation integrated system |
CN213115050U (en) * | 2020-08-20 | 2021-05-04 | 廊坊乐涂新型建材有限公司 | Steel wire mesh cast-in-place concrete external thermal insulation system |
-
2021
- 2021-11-23 CN CN202111395356.6A patent/CN114541757A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108301538A (en) * | 2018-03-22 | 2018-07-20 | 吉林长发建筑产业化有限公司 | Filling wall and its construction method under a kind of prefabricated windows |
CN108316525A (en) * | 2018-04-28 | 2018-07-24 | 中建科技河南有限公司 | A kind of monoblock type composite thermal insulation exterior wall and its construction method |
CN108915128A (en) * | 2018-08-08 | 2018-11-30 | 陈红庆 | A kind of modeling rack heat-preserving wall and construction method |
CN213115050U (en) * | 2020-08-20 | 2021-05-04 | 廊坊乐涂新型建材有限公司 | Steel wire mesh cast-in-place concrete external thermal insulation system |
CN112411805A (en) * | 2020-11-27 | 2021-02-26 | 上海宝冶集团有限公司 | Heat-insulation building method for shear wall and filler wall of heat-insulation integrated system |
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