CN110863587A - Grooving-free construction method and structure for wire pipe installation masonry - Google Patents

Grooving-free construction method and structure for wire pipe installation masonry Download PDF

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Publication number
CN110863587A
CN110863587A CN201911214366.8A CN201911214366A CN110863587A CN 110863587 A CN110863587 A CN 110863587A CN 201911214366 A CN201911214366 A CN 201911214366A CN 110863587 A CN110863587 A CN 110863587A
Authority
CN
China
Prior art keywords
wire box
wire
masonry
grooving
wall
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
CN201911214366.8A
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Chinese (zh)
Inventor
祝国梁
蒋晨
邓志民
刘华长
何义龙
尧华峰
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.)
China Construction Fourth Engineering Division Corp Ltd
China Construction Fourth Engineering Bureau Construction and Development Co Ltd
Original Assignee
China Construction Fourth Engineering Division Corp Ltd
China Construction Fourth Engineering Bureau Construction and Development 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 China Construction Fourth Engineering Division Corp Ltd, China Construction Fourth Engineering Bureau Construction and Development Co Ltd filed Critical China Construction Fourth Engineering Division Corp Ltd
Priority to CN201911214366.8A priority Critical patent/CN110863587A/en
Publication of CN110863587A publication Critical patent/CN110863587A/en
Pending legal-status Critical Current

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    • 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
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/14Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
    • 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
    • E04G15/00Forms or shutterings for making openings, cavities, slits, or channels
    • E04G15/06Forms or shutterings for making openings, cavities, slits, or channels for cavities or channels in walls of floors, e.g. for making chimneys
    • E04G15/061Non-reusable forms
    • 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
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • E04G21/142Means in or on the elements for connecting same to handling apparatus
    • E04G21/147Means in or on the elements for connecting same to handling apparatus specific for prefabricated masonry wall elements
    • HELECTRICITY
    • H02GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
    • H02GINSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
    • H02G3/00Installations of electric cables or lines or protective tubing therefor in or on buildings, equivalent structures or vehicles
    • H02G3/02Details
    • H02G3/04Protective tubing or conduits, e.g. cable ladders or cable troughs
    • H02G3/0406Details thereof
    • HELECTRICITY
    • H02GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
    • H02GINSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
    • H02G3/00Installations of electric cables or lines or protective tubing therefor in or on buildings, equivalent structures or vehicles
    • H02G3/02Details
    • H02G3/04Protective tubing or conduits, e.g. cable ladders or cable troughs
    • H02G3/0462Tubings, i.e. having a closed section
    • HELECTRICITY
    • H02GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
    • H02GINSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
    • H02G3/00Installations of electric cables or lines or protective tubing therefor in or on buildings, equivalent structures or vehicles
    • H02G3/02Details
    • H02G3/08Distribution boxes; Connection or junction boxes

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Retaining Walls (AREA)

Abstract

The invention discloses a grooving-free construction method and a grooving-free construction structure for a wire pipe installation masonry, the structure comprises a masonry wall built by sintered porous bricks, a wire box installation hole is formed in the side wall of the masonry wall, a wire box is installed in the wire box installation hole, a wire pipe pre-buried hole communicated with the wire box installation hole is formed in the masonry wall, a wire pipe is installed in the wire pipe pre-buried hole, and the wire pipe is fixedly connected with the wire box. Therefore, in the process of building the indoor filler wall, the holes in the sintered porous bricks are firstly expanded, and then the expanded holes are used for laying the line pipes, so that the aim of avoiding grooving is fulfilled, the grooving process in the traditional construction process is avoided, the dust pollution in the grooving process is effectively reduced, the net hanging process at the grooving part in the later plastering construction is avoided, and the risks of plastering or putty hollowing, cracking and the like are effectively reduced.

Description

Grooving-free construction method and structure for wire pipe installation masonry
Technical Field
The invention relates to a grooving-free construction method and structure for a wire pipe installation masonry, and belongs to the technical field of weak current wire pipe installation construction in a building room.
Background
Along with the continuous improvement of standard of living, indoor light current pipe installation is laid from original bright dress and is developed to the dark dress and lay, and indoor light current pipe dark dress is laid and is favorable to interior decoration and fitment more convenient, also makes the whole effect of interior decoration and fitment become pleasing to the eye clean and tidy simultaneously.
The traditional spool mounting means adopts to open a slot on the wall body after building and to bury underground to the slot is filled to the mortar, and later stage plastering construction needs to adopt the hanging net to prevent the fracture. However, the traditional line pipe construction mode is not beneficial to the construction period control, construction processes such as grooving, net hanging and the like are added, and common quality problems such as plastering cracking, hollowing and the like easily occur at the grooving position in the later period, so that the construction cost is increased.
Disclosure of Invention
The invention aims to provide a grooving-free construction method and a grooving-free construction structure for a spool installation masonry, which are simple in process, convenient to construct and cost-saving, so that the purpose of laying a spool can be achieved without grooving.
In order to achieve the purpose, the invention adopts the following technical scheme: a grooving-free construction method for a line pipe installation masonry comprises the steps of firstly expanding holes in sintered porous bricks in the wall building process, and then laying line pipes by utilizing the expanded holes to achieve the grooving-free purpose.
In the method, when laying the line pipe, the method specifically comprises the following steps:
step one, building a wall according to a construction drawing, positioning and paying off the direction of a wire pipe and the position of a wire box when the wall is built to the position of the wire box, and determining the installation position of the wire box;
step two, arranging a wire box mounting hole on the sintered porous brick used for the wire box mounting position according to the size of the wire box, then embedding the wire box in the wire box mounting hole, and fixing and compacting the periphery of the wire box by using mortar;
step three, connecting the line pipe and the line box into a whole;
step four, continuously building the wall, expanding holes on the sintered porous bricks at the positions of the line pipes according to the diameter of the line pipes to form line pipe embedded holes, and enabling the line pipes to penetrate through the line pipe embedded holes;
and step five, repeating the step four until the masonry of the masonry wall is completed.
In the method, after each layer of sintered porous bricks is built, the enlarged holes are densely filled with mortar for building.
Meanwhile, the invention also provides a grooving-free construction structure for the spool installation masonry constructed by the method, which comprises a masonry wall constructed by sintering perforated bricks, wherein the side wall of the masonry wall is provided with a wire box installation hole, a wire box is installed in the wire box installation hole, a spool pre-buried hole communicated with the wire box installation hole is formed in the masonry wall, a spool is installed in the spool pre-buried hole, and the spool is fixedly connected with the wire box.
Furthermore, the wire box mounting hole and the wire pipe pre-buried hole are both arranged on the sintered perforated brick.
Due to the adoption of the technical scheme, the invention has the following advantages: in the process of building the indoor filler wall, the holes in the sintered porous bricks are firstly expanded, and then the expanded holes are used for laying the line pipes, so that the aim of avoiding grooving is fulfilled, a grooving process in the traditional construction process is avoided, dust pollution in the grooving process is effectively reduced, a net hanging process at the grooving part in later plastering construction is avoided, and risks of plastering or putty hollowing, cracking and the like are effectively reduced.
Drawings
FIG. 1 is a schematic structural view of the present invention during construction;
FIG. 2 is a schematic structural diagram of the present invention after completion of construction.
Description of reference numerals: 1-a line pipe; 2-embedding a hole in a wire pipe; 3-sintering the perforated brick; 4-wire box mounting hole, 5-wire box; 6-masonry wall.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The embodiment of the invention comprises the following steps: the invention relates to a grooving-free construction method for a line pipe installation masonry, which comprises the steps of firstly expanding holes in sintered porous bricks in the wall building process, and then laying line pipes by utilizing the expanded holes to achieve the grooving-free purpose.
Referring to fig. 1 and 2, during the specific construction, the following steps may be adopted:
step one, building a wall according to a construction drawing, and positioning and paying off the trend of a line pipe 4 and the position of a line box 5 when the wall is built to the position of the line 5 to determine the installation position of the line box 5;
step two, arranging a wire box mounting hole 4 on the sintered porous brick 3 used for mounting the wire box 5 according to the size of the wire box, then embedding the wire box 5 in the wire box mounting hole 4, and fixing and compacting the periphery of the wire box 5 by using mortar;
step three, connecting the line pipe 1 and the line box 5 into a whole;
step four, continuously building the wall, expanding holes in the sintered porous bricks 3 at the positions of the line pipes 1 according to the diameter of the line pipes 1 to form line pipe embedded holes 2, and enabling the line pipes 1 to penetrate through the line pipe embedded holes 2;
and step five, repeating the step four until the masonry of the masonry wall 6 is completed.
In the method, after each layer of sintered porous bricks 3 is built, the wire pipe embedded holes 2 are densely filled with mortar for building.
Meanwhile, the invention also provides a grooving-free construction structure of the spool installation masonry constructed by the method, which comprises a masonry wall 6 constructed by sintering perforated bricks 2, wherein the side wall of the masonry wall 6 is provided with a wire box installation hole 4, a wire box 5 is installed in the wire box installation hole 4, a spool pre-buried hole 2 communicated with the wire box installation hole 4 is formed in the masonry wall 6, a spool 1 is installed in the spool pre-buried hole 2, and the spool 1 is fixedly connected with the wire box 5. The wire box mounting hole 4 and the wire tube pre-buried hole 2 are both arranged on the sintered perforated brick 2.
In conclusion, by adopting the method, after the wall body is built, the wire pipe is wrapped in the hollow brick wall, so that the smoothness of the wall surface is improved, and the construction procedures of slotting, net hanging and the like on the wire pipe in the traditional method are omitted, thereby saving the construction cost; meanwhile, the line pipe laying is carried out in the wall body building process, and the wall body building and the line pipe laying are completed simultaneously. Compared with the traditional construction method, the method has the advantages that the line pipe laying process is constructed in advance, the process insertion construction can be better realized, and the purpose of saving the construction period is achieved. Therefore, the process adopted by the invention is simple, labor and time are saved, the laying efficiency of the line pipe is improved, and the risks of hollowing, cracking and the like in masonry plastering and putty construction are effectively reduced.

Claims (5)

1. A grooving-free construction method for a line pipe installation masonry is characterized by comprising the following steps: the method comprises the steps of firstly expanding holes on the sintered porous bricks in the wall building process, and then laying a line pipe by utilizing the expanded holes to achieve the aim of avoiding grooving.
2. The conduit installation masonry grooving-free construction method according to claim 1, wherein: when laying the line pipe, the method specifically comprises the following steps:
step one, building a wall according to a construction drawing, positioning and paying off the direction of a wire pipe and the position of a wire box when the wall is built to the position of the wire box, and determining the installation position of the wire box;
step two, arranging a wire box mounting hole on the sintered porous brick used for the wire box mounting position according to the size of the wire box, then embedding the wire box in the wire box mounting hole, and fixing and compacting the periphery of the wire box by using mortar;
step three, connecting the line pipe and the line box into a whole;
step four, continuously building the wall, expanding holes on the sintered porous bricks at the positions of the line pipes according to the diameter of the line pipes to form line pipe embedded holes, and enabling the line pipes to penetrate through the line pipe embedded holes;
and step five, repeating the step four until the masonry of the masonry wall is completed.
3. The conduit installation masonry grooving-free construction method according to claim 2, wherein: after each layer of the sintered porous bricks is built, the enlarged holes are densely filled with mortar for building.
4. A conduit installation masonry trenchless construction structure constructed by the method of any of claims 1 to 3 comprising masonry walls (6) constructed from fired perforated bricks (2), characterized in that: the side wall of the masonry wall (6) is provided with a wire box mounting hole (4), a wire box (5) is installed in the wire box mounting hole (4), the masonry wall (6) is internally provided with a wire pipe pre-embedding hole (2) communicated with the wire box mounting hole (4), a wire pipe (1) is installed in the wire pipe pre-embedding hole (2), and the wire pipe (1) is fixedly connected with the wire box (5).
5. The conduit installation masonry groove-free construction structure according to claim 4, wherein: the wire box mounting hole (4) and the wire pipe pre-buried hole (2) are both arranged on the sintered perforated brick (2).
CN201911214366.8A 2019-12-02 2019-12-02 Grooving-free construction method and structure for wire pipe installation masonry Pending CN110863587A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201911214366.8A CN110863587A (en) 2019-12-02 2019-12-02 Grooving-free construction method and structure for wire pipe installation masonry

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201911214366.8A CN110863587A (en) 2019-12-02 2019-12-02 Grooving-free construction method and structure for wire pipe installation masonry

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Publication Number Publication Date
CN110863587A true CN110863587A (en) 2020-03-06

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP4209645A1 (en) * 2022-01-07 2023-07-12 Robert Schwarzmeier Production of a wall with a wall niche

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103061515A (en) * 2012-12-29 2013-04-24 陕西省第三建筑工程公司 Method for perforating and pre-burying polyvinyl chloride (PVC) wiring tubes in concrete hollow block filled walls
CN103938869A (en) * 2014-05-13 2014-07-23 二十二冶集团第一建设有限公司 Construction method for line pipes and line boxes in MS building block rear building wall body
CN212388793U (en) * 2019-12-02 2021-01-22 中国建筑第四工程局有限公司 Grooving-free construction structure for wire pipe installation masonry

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103061515A (en) * 2012-12-29 2013-04-24 陕西省第三建筑工程公司 Method for perforating and pre-burying polyvinyl chloride (PVC) wiring tubes in concrete hollow block filled walls
CN103938869A (en) * 2014-05-13 2014-07-23 二十二冶集团第一建设有限公司 Construction method for line pipes and line boxes in MS building block rear building wall body
CN212388793U (en) * 2019-12-02 2021-01-22 中国建筑第四工程局有限公司 Grooving-free construction structure for wire pipe installation masonry

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP4209645A1 (en) * 2022-01-07 2023-07-12 Robert Schwarzmeier Production of a wall with a wall niche

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