CN107989310A - A kind of wall facing brick construction method - Google Patents

A kind of wall facing brick construction method Download PDF

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Publication number
CN107989310A
CN107989310A CN201711191118.7A CN201711191118A CN107989310A CN 107989310 A CN107989310 A CN 107989310A CN 201711191118 A CN201711191118 A CN 201711191118A CN 107989310 A CN107989310 A CN 107989310A
Authority
CN
China
Prior art keywords
steel wire
brick
construction method
wall
wall facing
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
CN201711191118.7A
Other languages
Chinese (zh)
Inventor
曹豫岩
彭清
周伟
余波
杨关
冯仁德
周德才
何勇
张宽
虞媛
姚旺
廖梦雯
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.)
Southwest Electric Power Design Institute Co Ltd of China Power Engineering Consulting Group
Super High Transmission Co of China South Electric Net Co Ltd
Original Assignee
Southwest Electric Power Design Institute Co Ltd of China Power Engineering Consulting Group
Super High Transmission Co of China South Electric Net 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 Southwest Electric Power Design Institute Co Ltd of China Power Engineering Consulting Group, Super High Transmission Co of China South Electric Net Co Ltd filed Critical Southwest Electric Power Design Institute Co Ltd of China Power Engineering Consulting Group
Priority to CN201711191118.7A priority Critical patent/CN107989310A/en
Publication of CN107989310A publication Critical patent/CN107989310A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00Coverings or linings, e.g. for walls or ceilings
    • E04F13/07Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/14Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00Coverings or linings, e.g. for walls or ceilings
    • E04F13/07Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801Separate fastening elements
    • E04F13/0832Separate fastening elements without load-supporting elongated furring elements between wall and covering elements

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Finishing Walls (AREA)
  • Building Environments (AREA)

Abstract

The present invention provides a kind of wall facing brick construction method, comprises the following steps:S1, steel wire is fixedly connected with needing to be bonded on the wall of furring brick;S2, steel wire bonding course is formed on the outside of steel wire using cement mortar;S3, furring brick adhesive linkage is formed on the outside of steel wire bonding course using cement-lime mortar;S4, furring brick is bonded in furring brick adhesive linkage outer surface.Bonding structure level using the present invention and mode, after the completion of furring brick construction, the weight of furring brick can be born by steel wire, so that furring brick not only firm pasting, it is also can effectively prevent to fall off, so as to be greatly enhanced the Cohesion reliability of furring brick, there is outstanding advantages of service life and overall durability of lifting furring brick.

Description

A kind of wall facing brick construction method
Technical field
The present invention relates to wall facing brick construction technology, more particularly, to configured waterproof roll situation layer by layer on wall Under a kind of wall facing brick construction method.
Background technology
In current project of transmitting and converting electricity, the construction of substation is frequently involved.When carrying out construction of transformer substation, for waterproof Deng protection consideration and the purpose of beauty, it is often necessary to especially increase in transformer substation foundation wall on the inside of accessible roof parapet Stick on face brick.
Construction for the furring brick of surface of wall, is typically directly bonded in surface of wall by furring brick, but this applies Work mode is easy to cause wall leakage, leak etc., is unfavorable for wall protection.Waterproof roll is provided with if on wall layer by layer In the case of, it is necessary to which furring brick is bonded in waterproof roll surface layer by layer.But the intensity of itself has due to waterproof roll layer Limit, the cohesive force between mortar and waterproof roll layer is also limited, therefore easilys lead to furring brick because between waterproof roll layer Cohesive force not enough and come off, even waterproof roll layer in itself may also therefore and come off or be broken so that cause wall, The bad phenomenons such as the generation such as roofing infiltration, leak.
The content of the invention
The technical problem to be solved in the present invention is:In view of the problems of the existing technology, there is provided a kind of wall facing brick is applied Work method, improves the Cohesion reliability of furring brick.
The technical problem to be solved in the present invention is realized using following technical scheme:A kind of wall facing brick construction method, Comprise the following steps:S1, steel wire is fixedly connected with needing to be bonded on the wall of furring brick;S2, uses water on the outside of steel wire Cement mortar forms steel wire bonding course;S3, furring brick adhesive linkage is formed on the outside of steel wire bonding course using cement-lime mortar; S4, furring brick is bonded in furring brick adhesive linkage outer surface.
Preferably, the basic unit outside for needing to be bonded the wall of furring brick first forms screed-coat using cement mortar, Then waterproof roll layer is consolidated on the outside of screed-coat, steel wire is laid with the outside of waterproof roll layer.
Preferably, the screed-coat uses weight ratio as 1:3 cement mortar and formed using mode is survived twice.
Preferably, drilling processing first carries out waterproof roll layer, screed-coat, wall using electric drill, the drilling is successively Enter wall after waterproof roll layer, screed-coat to certain depth, tube expansion is then squeezed into the drilling, finally by cement Tube expansion is hammered into, is fixedly connected with steel wire, waterproof roll layer, screed-coat, wall integrally using cement nail.
Preferably, full coat sealing compound at waterproof roll layer first is penetrated in tube expansion, is then laid with steel on the outside of waterproof roll layer Silk screen.
Preferably, when being laid with, the lap width between the steel wire of adjacent is more than or equal to the steel wire 150mm。
Preferably, gasket is set between the cement nail and steel wire.
Preferably, the steel wire bonding course uses weight ratio as 1:3 cement mortar and using surviving mode twice Formed, carry out brooming processing in the outer surface of steel wire bonding course and mark track.
Preferably, the furring brick adhesive linkage uses weight ratio as 1:0.15:2 cement-lime mortar is formed.
Preferably, the furring brick uses weight ratio as 1:1 cement mortar is bonded, adjacent furring brick it Between using jointing agent carry out jointing.
Compared with prior art, the beneficial effects of the invention are as follows:By needing to be bonded fixed on the wall of furring brick connect Steel wire is connect, then steel wire bonding course is formed using cement mortar on the outside of steel wire, is then adopted on the outside of steel wire bonding course Furring brick adhesive linkage is formed with cement-lime mortar, finally furring brick is bonded in furring brick adhesive linkage outer surface, therefore, in veneer After the completion of brick construction, the weight of furring brick can be born by steel wire so that furring brick not only firm pasting, moreover it is possible to effectively anti- Only it falls off, and therefore, drastically increases the Cohesion reliability of furring brick, and then effectively improve the use of furring brick The time limit and overall durability.
Brief description of the drawings
Fig. 1 is a kind of process schematic representation of wall facing brick construction method of the present invention.
Marked in figure:1- furring brick, 2- furring brick adhesive linkages, 3- steel wire bonding courses, 4- steel wires, 5- waterproof rolls Layer, 6- tube expansions, 7- cement nails, 8- screed-coats, 9- walls.
Embodiment
In order to make the purpose , technical scheme and advantage of the present invention be clearer, below in conjunction with the accompanying drawings and specific implementation The present invention is described in detail for example.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, not For limiting the present invention.
Wall safeguard structure as shown in Figure 1, in the screed-coat 8 that the outside bond cement mortar of 9 basic unit of wall is formed, The outside consolidation waterproof roll layer 5 of screed-coat 8, steel wire 4, the steel wire 4, waterproof volume are laid with the outside of waterproof roll layer 5 It is fixedly connected integrally by cement nail 7 between material layer 5, screed-coat 8, wall 9.In 4 outside bond cement mortar shape of steel wire Into steel wire bonding course 3, it is described in the furring brick adhesive linkage 2 that 3 outside bond cement lime mortar of steel wire bonding course is formed 2 outer surface of furring brick adhesive linkage is bonded furring brick 1.
For the Specific construction of above-mentioned furring brick 1, can carry out by the following method:
1st step, it would be desirable to which 9 basic unit of wall for being bonded furring brick 1 cleans up, and brushes interface on the surface of 9 basic unit of wall Inorganic agent.
2nd step, screed-coat 8 is consolidated in the outside of 9 basic unit of wall.The screed-coat 8 preferably uses 1:3 (weight ratio) water Cement mortar is formed, and typically use survives mode and forms certain thickness screed-coat 8 twice.
3rd step, the consolidation waterproof roll layer 5 in the outside of screed-coat 8.The waterproof roll layer 5 is typically to be modified to drip by SBS Green grass or young crops forms waterproof layer;Preferably, the waterproof roll layer 5 is modified drip using 2 SBS modified asphalt waterproofs layers and per pass SBS Blue or green waterproof layer coating adhesive twice and formed.
4th step, is laid with steel wire 4 in the outside of waterproof roll layer 5, the steel wire 4, waterproof roll layer 5, screed-coat 8, It is fixedly connected integrally by cement nail 7 between wall 9.The steel wire 4 is preferably using galvanized steel wire netting, the cement Nail 7 preferably uses zinc-plated cement nail, and not only intensity is high, but also corrosion-resistant.
In order to effectively improve construction efficiency, it is ensured that steel wire 4, the consolidation reliability of waterproof roll layer 5, can first use Electric drill carries out waterproof roll layer 5, screed-coat 8, wall 9 drilling processing, and the drilling is sequentially passing through waterproof roll layer 5, looking for Enter wall 9 after flat bed 8 to certain depth;Then, plastic tube expansion 6 is squeezed into the drilling, and is penetrated in tube expansion 6 anti- Full coat sealing compound at water coiled material layer 5;Finally, steel wire 4 is laid with the outside of waterproof roll layer 5, wherein, the steel wire 4 of adjacent Between lap width >=150mm, cement nail 7 is hammered into tube expansion 6, is cooperated by cement nail 7 and tube expansion 6, you can by steel Silk screen 4, waterproof roll layer 5, screed-coat 8, wall 9 are fixedly connected integrally.By using tube expansion 6 plus nail cement nail 7 as solid Determine the accessory of steel wire 4, and penetrating full coat sealing compound at waterproof roll layer 5, can prevent to leak well, and keep waterproof The integrality of coiled material layer 5.Especially, gasket can also be increased between cement nail 7 and steel wire 4, to increase cement nail 7 to steel The contact area of silk screen 4, improves the connection reliability of steel wire 4.
5th step, steel wire bonding course 3 is set in the outside of steel wire 4.The steel wire bonding course 3 preferably uses 1:3 (weight ratio) cement mortar is formed, and generally use survives mode and forms certain thickness steel wire bonding course 3 twice, in steel wire 3 outer surface of bonding course carries out brooming processing and marks track.
6th step, the consolidation furring brick adhesive linkage 2 in the outside of steel wire bonding course 3.The furring brick adhesive linkage 2 is preferably adopted With 1:0.15:2 (weight ratio) cement-lime mortars are formed, wherein building adhesive or professional adhesive can also be filled.Due to steel wire 3 outer surface of net bonding course carries out brooming processing and marks track, improves the surface roughness of steel wire bonding course 3, is conducive to Improve the consolidation strength between furring brick adhesive linkage 2 and steel wire bonding course 3.
7th step, furring brick 1 is bonded in 2 outer surface of furring brick adhesive linkage.The furring brick 1 preferably uses 1:1 (weight Than) cement mortar is bonded, jointing agent can also be used to carry out jointing between adjacent furring brick 1.
The present invention makes steel wire bear the weight of furring brick, and ensure by reasonably selecting bonding structure level and mode Furring brick firm pasting, effectively to prevent it from falling off, so as to be greatly enhanced the Cohesion reliability of furring brick, and then The effectively service life of lifting furring brick and overall durability;Since waterproof roll is from external force influence, it is not susceptible to take off Fall and be broken, so as to fully ensure that waterproof effect that is good, stablizing;Further, since furring brick becomes the guarantor of waterproof roll Sheath, therefore, can effectively improve the durability of waterproof roll, save maintenance cost.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, it is noted that all All any modification, equivalent and improvement made within the spirit and principles in the present invention etc., should be included in the guarantor of the present invention Within the scope of shield.

Claims (10)

  1. A kind of 1. wall facing brick construction method, it is characterised in that:Comprise the following steps:
    S1, steel wire is fixedly connected with needing to be bonded on the wall of furring brick;
    S2, steel wire bonding course is formed on the outside of steel wire using cement mortar;
    S3, furring brick adhesive linkage is formed on the outside of steel wire bonding course using cement-lime mortar;
    S4, furring brick is bonded in furring brick adhesive linkage outer surface.
  2. A kind of 2. wall facing brick construction method according to claim 1, it is characterised in that:Described needs bonding veneer Screed-coat is first formed using cement mortar on the outside of the basic unit of the wall of brick, waterproof roll layer is then consolidated on the outside of screed-coat, Steel wire is laid with the outside of waterproof roll layer.
  3. A kind of 3. wall facing brick construction method according to claim 2, it is characterised in that:The screed-coat is using weight Amount is than being 1:3 cement mortar and formed using mode is survived twice.
  4. A kind of 4. wall facing brick construction method according to claim 2, it is characterised in that:First waterproof is rolled up using electric drill Material layer, screed-coat, wall carry out drilling processing, and the drilling enters wall extremely after waterproof roll layer, screed-coat is sequentially passed through Certain depth, tube expansion is then squeezed into the drilling, cement nail finally is hammered into tube expansion, using cement nail by steel wire, anti- Water coiled material layer, screed-coat, wall are fixedly connected integrally.
  5. A kind of 5. wall facing brick construction method according to claim 4, it is characterised in that:First waterproof volume is penetrated in tube expansion Full coat sealing compound at material layer, is then laid with steel wire on the outside of waterproof roll layer.
  6. A kind of 6. wall facing brick construction method according to claim 5, it is characterised in that:The steel wire is being laid with When, the lap width between the steel wire of adjacent is more than or equal to 150mm.
  7. A kind of 7. wall facing brick construction method according to claim 4, it is characterised in that:The cement nail and steel wire Gasket is set between net.
  8. 8. according to a kind of wall facing brick construction method of claim 1-7 any one of them, it is characterised in that:The steel wire Net bonding course uses weight ratio as 1:3 cement mortar and formed using mode is survived twice, in the appearance of steel wire bonding course Face carries out brooming processing and marks track.
  9. 9. according to a kind of wall facing brick construction method of claim 1-7 any one of them, it is characterised in that:The veneer Brick adhesive linkage uses weight ratio as 1:0.15:2 cement-lime mortar is formed.
  10. 10. according to a kind of wall facing brick construction method of claim 1-7 any one of them, it is characterised in that:The patch Face brick uses weight ratio as 1:1 cement mortar is bonded, and jointing is carried out using jointing agent between adjacent furring brick.
CN201711191118.7A 2017-11-24 2017-11-24 A kind of wall facing brick construction method Pending CN107989310A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711191118.7A CN107989310A (en) 2017-11-24 2017-11-24 A kind of wall facing brick construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201711191118.7A CN107989310A (en) 2017-11-24 2017-11-24 A kind of wall facing brick construction method

Publications (1)

Publication Number Publication Date
CN107989310A true CN107989310A (en) 2018-05-04

Family

ID=62033088

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201711191118.7A Pending CN107989310A (en) 2017-11-24 2017-11-24 A kind of wall facing brick construction method

Country Status (1)

Country Link
CN (1) CN107989310A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2617851Y (en) * 2003-06-18 2004-05-26 北京振利高新技术公司 Tiled wall body with post anchored external thermal insulating layer

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2617851Y (en) * 2003-06-18 2004-05-26 北京振利高新技术公司 Tiled wall body with post anchored external thermal insulating layer

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Application publication date: 20180504

RJ01 Rejection of invention patent application after publication