CN110792200A - Masonry construction method without post-picking and pipe wrapping structure thereof - Google Patents
Masonry construction method without post-picking and pipe wrapping structure thereof Download PDFInfo
- Publication number
- CN110792200A CN110792200A CN201910910485.0A CN201910910485A CN110792200A CN 110792200 A CN110792200 A CN 110792200A CN 201910910485 A CN201910910485 A CN 201910910485A CN 110792200 A CN110792200 A CN 110792200A
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- Prior art keywords
- water
- electricity
- wall
- bricks
- building
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Classifications
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- 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
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- 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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
- E04C1/39—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L5/00—Devices for use where pipes, cables or protective tubing pass through walls or partitions
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- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
- H02G3/00—Installations of electric cables or lines or protective tubing therefor in or on buildings, equivalent structures or vehicles
- H02G3/02—Details
- H02G3/04—Protective tubing or conduits, e.g. cable ladders or cable troughs
- H02G3/0406—Details thereof
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- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
- H02G3/00—Installations of electric cables or lines or protective tubing therefor in or on buildings, equivalent structures or vehicles
- H02G3/02—Details
- H02G3/04—Protective tubing or conduits, e.g. cable ladders or cable troughs
- H02G3/0462—Tubings, i.e. having a closed section
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- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
- H02G3/00—Installations of electric cables or lines or protective tubing therefor in or on buildings, equivalent structures or vehicles
- H02G3/02—Details
- H02G3/08—Distribution boxes; Connection or junction boxes
Abstract
The invention discloses a pipe wrapping structure of a masonry construction method without need of later picking, which comprises a water and electricity distribution pipe and brickwork, wherein the water and electricity distribution pipe penetrates through the brickwork, a gap between the water and electricity distribution pipe and the brickwork is filled, and a mortar joint rule of the brickwork at the position is kept consistent with that of the waterless and electric distribution pipe. Through drawing installation solidification diagram and establishing detailed axis and elevation control network, accomplish to install water and electricity pipeline box in advance, adopt building block and precast concrete component through on-the-spot cutting process to carry out the package step to the pipeline box, and strengthen the inspection and do the protection of water and electricity pipeline box at the in-process of building by laying bricks or stones, one shot forming, guarantee the overall quality of brickwork and water and electricity installation engineering, the later stage fluting of avoiding traditional handicraft water and electricity pipeline installation is picked out and is beaten, thereby cause the wall to appear hollowing, the fracture, quality hidden danger such as wall seepage, simultaneously energy-concerving and environment-protective more.
Description
Technical Field
The invention belongs to the field of framework filler wall brickwork with hydropower installation pre-embedding requirements, and particularly relates to a brickwork construction method without post-picking and pipe wrapping structure.
Background
Traditional wall body water and electricity piping and line box installation adopt mostly to build by laying bricks or stones the mode of fluting picking and beating after the shaping and install and often can cause the quality hidden danger such as wall body and plastering layer fracture, hollowing and wall seepage in the repair process after the fluting picking and installation are accomplished, and fluting work load is big, and the building rubbish that produces is many, and repair work is also comparatively loaded down with trivial details, still must take strengthening measures such as hanging the net when wall fluting department is repaired. Under the background, the masonry construction method without post-demolition is invented.
Disclosure of Invention
In order to overcome the defects of the prior art, the invention provides a sewage collecting and treating system.
In order to achieve the purpose, the invention adopts the following technical scheme: a masonry construction method without post-stage picking and beating comprises the steps of installing a water and electricity distribution pipe and a wire box in advance according to a water and electricity installation curing diagram, and then adopting building blocks and concrete members to package and step the water and electricity distribution pipe and the wire box, so that the water and electricity distribution pipe and the wire box are formed with a masonry wall at one time, and post-stage grooving and picking are avoided.
Further, the method comprises the following steps: the water and electricity installation solidification picture installs water and electricity piping and line box in advance and includes: the early preparation work of the step (1) comprises the steps of measuring and setting an axis and an elevation control line, and marking the accurate positions of a water and electricity distribution pipe and a wire box on the spot; finishing the arrangement of the lacing wire according to the skin number; the hollow brick and the solid fitting are customized or cut in advance according to the total consumption of the water and electricity piping and the wire box, and prepared according to the water and electricity piping, the wire box and the concrete member for the rear plugging opening of the masonry; step (2) installation in advance: and a water and electricity distribution pipe and a line box are arranged at the marked position and are fixed and blocked.
Further, the method comprises the following steps: adopt building block and concrete member to wrap to build to water and electricity piping and line box includes:
step (A) of base layer treatment: cleaning and leveling; the cleaning is to clean the floor surface of the masonry filler wall part and spray water to wet the floor surface; the leveling is to check a pull-through line according to the elevation of the lowest brick, and if the thickness of a horizontal mortar joint exceeds 20mm, fine aggregate concrete is used for leveling; the wall is built by light aggregate small hollow blocks or autoclaved aerated concrete blocks.
Arranging the swinging blocks:
arranging from the corners of the wall or the serrated racking parts of the constructional columns, staggering up and down between adjacent swinging blocks, and interlocking and building at the joint;
step (C) of building
During building, two sides of the building block are pulled, and vertical lines are hung at two ends of the building block; the corners of the outer wall and the joints of the longitudinal wall and the transverse wall are built at the same time, and are bitten in skin and staggered and lapped;
the water and electricity pipeline part is corrected and positioned at any time in the building process, and the vertical seams at the periphery of the pipeline are built and filled with mortar at any time, so that the filling is ensured to be compact;
adopting two side formworks to pour plain concrete at the centralized position of the embedded pipe;
step (D), tube wrapping:
if the wall is 100-plus-120 thick, the V-shaped bricks are adopted, the upper and lower V-shaped bricks are alternately built, and mortar joints are staggered;
if the wall body is 200 or more than 200 thick, the L-shaped bricks and the I-shaped bricks are combined for building;
the rear plug opening is built obliquely by adopting V-shaped matched bricks;
after the tube wrapping is finished, gaps larger than 50mm need to be filled with fine stone concrete.
Further, the method comprises the following steps: when the base layer is treated, when the light aggregate small hollow building blocks or the autoclaved aerated concrete building blocks are used for building the wall body, sintered common bricks, perforated bricks or common concrete small building blocks or cast-in-place concrete ridge platforms are built at the bottom of the wall, and the height of the concrete ridge platforms is not smaller than 200 mm.
Further, the method comprises the following steps: before the bricks are combined and laid, the stacking height of the bricks is not more than 2m, and the bricks are watered and moistened 2 days in advance, so that the water content is not more than 15%.
Further, the method comprises the following steps: when the staggered joints of the arrangement swinging blocks are lapped, the lapping length of the autoclaved aerated concrete blocks is not less than 1/3 of the length of the blocks, the horizontal mortar joints are preferably 15mm, and the vertical mortar joints are 20 mm; the length of the light aggregate concrete small hollow building block is not less than 90mm, the horizontal mortar joint is 8-12 mm, and the vertical through joint is not more than 2 pieces.
A pipe wrapping structure of a masonry construction method without post-picking comprises a water and electricity distribution pipe (1) and bricks (2), wherein the water and electricity distribution pipe (2) penetrates through the bricks (2), and the mortar joint of the bricks (2) is kept consistent with the mortar joint rule of the bricks of the waterless and electricity distribution pipe (2).
Further, the method comprises the following steps: the shape of the brick at the water and electricity piping (1) is A, the shape of the horizontal brick adjacent to the brick is B, the shape A and the shape B are mutually matched in the horizontal direction, and a residual space is reserved for accommodating the water and electricity piping (1); the bricks of the adjacent vertical layers are staggered and lapped, and the brick shape A and the brick shape B of the adjacent vertical layers are spaced.
Further, the method comprises the following steps: when the wall is 100-120 thick, the shape A is V-shaped and the shape B is rectangular.
Further, the method comprises the following steps: when the thickness of the wall body is 200 or more than 200, the shape A is L-shaped, and the shape B is I-shaped.
Has the advantages that: compared with the prior art, the invention has the following advantages: through drawing installation solidification diagram and establishing detailed axis and elevation control network, accomplish to install water and electricity pipeline box in advance, adopt building block and precast concrete component through on-the-spot cutting process to carry out the package step to the pipeline box, and strengthen the inspection and do the protection of water and electricity pipeline box at the in-process of building by laying bricks or stones, one shot forming, guarantee the overall quality of brickwork and water and electricity installation engineering, the later stage fluting of avoiding traditional handicraft water and electricity pipeline installation is picked out and is beaten, thereby cause the wall to appear hollowing, the fracture, quality hidden danger such as wall seepage, simultaneously energy-concerving and environment-protective more.
Drawings
FIG. 1 is a schematic diagram of a tube-wrapping structure of a wall of 100-120 thick wall according to the present invention;
FIG. 2 is a schematic view of a tube-wrapped structure of a wall body of 200 or more thick walls according to the present invention;
FIG. 3 is a schematic view of the rear plug structure of the present invention;
FIG. 4 is a flow chart of the present invention.
Detailed Description
The present invention is further illustrated by the following figures and specific examples, which are to be understood as illustrative only and not as limiting the scope of the invention, which is to be given the full breadth of the appended claims and any and all equivalent modifications thereof which may occur to those skilled in the art upon reading the present specification.
As shown in FIG. 4, the masonry construction method without post-picking includes the following steps
Preparation work
(1) The method is familiar with drawings, the requirements of design and standard specification are defined, and a water and electricity installation curing diagram is formed after technical background is made.
(2) The hydroelectric embedded pipe and the box are installed in advance according to the hydroelectric installation curing diagram, so that the position is accurate.
(3) And temporarily fixing, plugging and correspondingly protecting the pre-buried water and electricity pipe box.
And measuring and setting an axis and an elevation control line, and marking the accurate positions of the line pipe and the line box on site.
And finishing the setting of the tie bars and related detection tests according to the skin number line before construction.
The hollow brick and the solid matched brick are customized or cut in advance according to the water and electricity embedded pipe, the box part and the required amount.
And prefabricating the wire box, the box and the masonry rear plug opening and the concrete member for the air conditioner opening according to the required dosage.
Cleaning a base layer: the floor surface of the masonry infilled wall part is cleaned and is watered to be wet.
Leveling: and (4) checking a pull-through line according to the elevation of the lowest tile, and if the thickness of a horizontal mortar joint exceeds 20mm, leveling by using fine aggregate concrete instead of mortar or brick cutting and wrapping.
When the light aggregate small hollow building blocks or autoclaved aerated concrete building blocks are used for building a wall body, sintered common bricks, perforated bricks or common concrete small building blocks or cast-in-place concrete ridge platforms and the like are built at the bottom of the wall, and the height of the blocks is not smaller than 200 mm.
Arranging the swinging blocks:
(1) starting from the corners of the wall or the branches of the constructional columns.
(2) The building method is reasonable, the joints are staggered up and down, the joints are occluded and built, and the bricks or building blocks with serious corner falling cannot be used.
(3) The filling wall should be constructed in a staggered joint way, and the construction length of the autoclaved aerated concrete blocks should not be less than 1/3 of the length of the blocks; the building length of the small hollow building blocks of the lightweight aggregate concrete is not less than 90 mm; the vertical through seam is not larger than 2 sheets.
(4) The arrangement is uniform, and the horizontal mortar joints of the masonry of the small hollow blocks of the hollow bricks and the lightweight aggregate concrete are 8-12 mm; the horizontal mortar joint of the autoclaved aerated concrete is preferably 15mm, and the vertical mortar joint is preferably 20 mm.
(5) And arranging constructional columns, ring beams, lintels or cast-in-place concrete strips according to design requirements. Various reserved holes, embedded parts and the like are arranged according to design requirements, and post chiseling is avoided.
Combined building
(1) The strength grade of the brick, the building block and the masonry mortar is required to meet the design requirement.
(2) The specification and the size of the building block are checked before the building block is put on a wall, the building block which does not meet the specification and the size requirement is removed, the stacking height is not more than 2m, the building block is watered and moistened 2 days in advance, and the water content is not more than 15%.
(3) During building, two sides of the building block are pulled, and vertical lines are hung at two ends of the building block; the outer wall corner and the joint of the longitudinal wall and the transverse wall are built at the same time, and the joints are bitten in skins and overlapped in a staggered manner.
(4) The water and electricity pipeline part should be corrected in place at any time in the building process, and the vertical seams around the pipeline are built and filled with mortar at any time, so that the filling is compact.
(5) And adopting two side formworks to pour plain concrete at the centralized position of the embedded pipe.
Building special-shaped building blocks by wrapping pipes:
(1) referring to fig. 2, the 100-wall 120-thick wall body is constructed by adopting V-shaped bricks, the upper and lower V-shaped bricks are constructed in a crossed manner, mortar joints are required to be staggered, and the same-joint construction is avoided.
(2) Referring to fig. 3, the wall body with the thickness of 200 or more than 200 is built by combining L-shaped bricks and I-shaped bricks.
(3) Referring to fig. 4, the back plug masonry adopts V-shaped matched bricks to perform slant masonry.
(4) After the tube wrapping is finished, gaps larger than 50mm need to be filled with fine stone concrete.
It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (9)
1. The masonry construction method without post-picking is characterized by comprising the following steps: according to water and electricity installation solidification picture, install water and electricity piping and line box in advance, adopt building block and concrete member to wrap water and electricity piping and line box afterwards for water and electricity piping and line box and brickwork wall one shot forming avoid the later stage fluting to pick and beat.
2. The masonry construction method without post demolition as claimed in claim 1, characterized by: the water and electricity installation solidification picture installs water and electricity piping and line box in advance and includes: the early preparation work of the step (1) comprises the steps of measuring and setting an axis and an elevation control line, and marking the accurate positions of a water and electricity distribution pipe and a wire box on the spot; finishing the arrangement of the lacing wire according to the skin number; the hollow brick and the solid fitting are customized or cut in advance according to the total consumption of the water and electricity piping and the wire box, and prepared according to the water and electricity piping, the wire box and the concrete member for the rear plugging opening of the masonry; step (2) installation in advance: and a water and electricity distribution pipe and a line box are arranged at the marked position and are fixed and blocked.
3. The masonry construction method without post demolition as claimed in claim 1, characterized by: adopt building block and concrete member to wrap to build to water and electricity piping and line box includes:
step (A) of base layer treatment: cleaning and leveling; the cleaning is to clean the floor surface of the masonry filler wall part and spray water to wet the floor surface; the leveling is to check a pull-through line according to the elevation of the lowest brick, and if the thickness of a horizontal mortar joint exceeds 20mm, fine aggregate concrete is used for leveling; the wall is built by light aggregate small hollow blocks or autoclaved aerated concrete blocks.
Arranging the swinging blocks:
arranging from the corners of the wall or the serrated racking parts of the constructional columns, staggering up and down between adjacent swinging blocks, and interlocking and building at the joint;
step (C) of building
During building, two sides of the building block are pulled, and vertical lines are hung at two ends of the building block; the corners of the outer wall and the joints of the longitudinal wall and the transverse wall are built at the same time, and are bitten in skin and staggered and lapped;
the water and electricity pipeline part is corrected and positioned at any time in the building process, and the vertical seams at the periphery of the pipeline are built and filled with mortar at any time, so that the filling is ensured to be compact;
adopting two side formworks to pour plain concrete at the centralized position of the embedded pipe;
step (D), tube wrapping:
if the wall is 100-plus-120 thick, the V-shaped bricks are adopted, the upper and lower V-shaped bricks are alternately built, and mortar joints are staggered;
if the wall body is 200 or more than 200 thick, the L-shaped bricks and the I-shaped bricks are combined for building;
the rear plug opening is built obliquely by adopting V-shaped matched bricks;
after the tube wrapping is finished, gaps larger than 50mm need to be filled with fine stone concrete.
4. The effluent collection and treatment system according to claim 3, wherein: when the base layer is treated, when the light aggregate small hollow building blocks or the autoclaved aerated concrete building blocks are used for building the wall body, sintered common bricks, perforated bricks or common concrete small building blocks or cast-in-place concrete ridge platforms are built at the bottom of the wall, and the height of the concrete ridge platforms is not smaller than 200 mm.
5. The effluent collection and treatment system according to claim 3, wherein: before the bricks are combined and laid, the stacking height of the bricks is not more than 2m, and the bricks are watered and moistened 2 days in advance, so that the water content is not more than 15%.
6. The effluent collection and treatment system according to claim 3, wherein: when the staggered joints of the arrangement swinging blocks are lapped, the lapping length of the autoclaved aerated concrete blocks is not less than 1/3 of the length of the blocks, the horizontal mortar joints are preferably 15mm, and the vertical mortar joints are 20 mm; the length of the light aggregate concrete small hollow building block is not less than 90mm, the horizontal mortar joint is 8-12 mm, and the vertical through joint is not more than 2 pieces.
7. The utility model provides a need not package tubular construction of brickwork construction method that later stage was picked and is beaten which characterized in that: the shape of the brick at the water and electricity distribution pipe is A, the shapes of the horizontal bricks adjacent to the water and electricity distribution pipe are B, the shape A and the shape B are mutually matched in the horizontal direction, and a residual space is reserved for accommodating the water and electricity distribution pipe; the bricks of the adjacent vertical layers are staggered and lapped, and the brick shape A and the brick shape B of the adjacent vertical layers are spaced.
8. The pipe wrapping structure of the masonry construction method without post demolition as recited in claim 7, wherein: when the wall is 100-120 thick, the shape A is V-shaped and the shape B is rectangular.
9. The pipe wrapping structure of the masonry construction method without post demolition as recited in claim 7, wherein: when the thickness of the wall body is 200 or more than 200, the shape A is L-shaped, and the shape B is I-shaped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910910485.0A CN110792200A (en) | 2019-09-25 | 2019-09-25 | Masonry construction method without post-picking and pipe wrapping structure thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910910485.0A CN110792200A (en) | 2019-09-25 | 2019-09-25 | Masonry construction method without post-picking and pipe wrapping structure thereof |
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| CN110792200A true CN110792200A (en) | 2020-02-14 |
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| CN201910910485.0A Pending CN110792200A (en) | 2019-09-25 | 2019-09-25 | Masonry construction method without post-picking and pipe wrapping structure thereof |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111300591A (en) * | 2020-03-12 | 2020-06-19 | 宿迁市奥援建设工程有限公司 | Heat-insulating concrete wallboard and preparation method thereof |
| CN112112360A (en) * | 2020-08-21 | 2020-12-22 | 中铁九局集团第四工程有限公司 | Construction method for prefabricated and shaped building block masonry |
| CN112343242A (en) * | 2020-12-03 | 2021-02-09 | 中建一局集团建设发展有限公司 | Pipe wrapping device for wrapping electromechanical wire pipes by using masonry structure and construction method of pipe wrapping device |
| CN113107220A (en) * | 2021-05-13 | 2021-07-13 | 北京城建北方集团有限公司 | Construction process for drilling and pipe distribution of aerated block |
| CN113530015A (en) * | 2021-08-04 | 2021-10-22 | 江苏兴厦建设工程集团有限公司 | Pipeline laying and infilled wall building integrated construction method |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111300591A (en) * | 2020-03-12 | 2020-06-19 | 宿迁市奥援建设工程有限公司 | Heat-insulating concrete wallboard and preparation method thereof |
| CN112112360A (en) * | 2020-08-21 | 2020-12-22 | 中铁九局集团第四工程有限公司 | Construction method for prefabricated and shaped building block masonry |
| CN112343242A (en) * | 2020-12-03 | 2021-02-09 | 中建一局集团建设发展有限公司 | Pipe wrapping device for wrapping electromechanical wire pipes by using masonry structure and construction method of pipe wrapping device |
| CN113107220A (en) * | 2021-05-13 | 2021-07-13 | 北京城建北方集团有限公司 | Construction process for drilling and pipe distribution of aerated block |
| CN113530015A (en) * | 2021-08-04 | 2021-10-22 | 江苏兴厦建设工程集团有限公司 | Pipeline laying and infilled wall building integrated construction method |
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Application publication date: 20200214 |