CN110905099A - Masonry method of antique building wall - Google Patents

Masonry method of antique building wall Download PDF

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Publication number
CN110905099A
CN110905099A CN201911190750.9A CN201911190750A CN110905099A CN 110905099 A CN110905099 A CN 110905099A CN 201911190750 A CN201911190750 A CN 201911190750A CN 110905099 A CN110905099 A CN 110905099A
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CN
China
Prior art keywords
layer
stones
laying
wall
joints
Prior art date
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Pending
Application number
CN201911190750.9A
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Chinese (zh)
Inventor
陈苏媛
吕从海
刘彩霞
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Jiangsu Qilin Ecological Environment Construction Co Ltd
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Jiangsu Qilin Ecological Environment Construction Co Ltd
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Publication date
Application filed by Jiangsu Qilin Ecological Environment Construction Co Ltd filed Critical Jiangsu Qilin Ecological Environment Construction Co Ltd
Priority to CN201911190750.9A priority Critical patent/CN110905099A/en
Publication of CN110905099A publication Critical patent/CN110905099A/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
    • 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

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

Abstract

The invention discloses a masonry method of an antique building wall, which comprises the following steps: constructing a wall foundation; placing the processed angle materials at the wall corners, then fastening horizontal lines between the angle stones at the two ends, and placing the inner and outer skin block stones according to the lines; paving ash with the thickness of 3cm on the first layer, selecting block stones which can be jointed with the first layer of block stones, and arranging a second layer of block stones; the vertical seams among the stones are plastered, and unstable stones are supported stably by the stone pads with proper thickness; building each layer according to a second layer method, and finding the last layer to be flat; building 2-5 stone blocks penetrating through the inner and outer skins every 3-5 layers to serve as gallstones; pointing, then pouring by using slurry and feeding the seams; and (3) punching steel needles into the joints of the grout joints, fixedly mounting the steel mesh on the roughened surface through the steel needles, and spraying a layer of concrete on the steel mesh to obtain a reinforced concrete layer on the wall surface. The invention ensures that the wall is firmer, improves the construction quality and reduces the repair rate.

Description

Masonry method of antique building wall
Technical Field
The invention relates to a masonry method of an antique building wall body, and belongs to the technical field of antique buildings.
Background
China is a civilized ancient country, ancient buildings are numerous, and ancient building walls are widely popularized in the maintenance and the construction of the ancient buildings at present due to the conciseness, elegance and various specifications. However, the archaized building wall is not firm enough, the construction quality cannot be guaranteed, and the repair rate is high.
Disclosure of Invention
The invention aims to overcome the defects of the prior art and provide the masonry method of the archaized building wall, so that the wall is firmer, the construction quality is improved, and the repair rate is reduced.
In order to solve the technical problem, the invention provides a masonry method of an antique building wall, which comprises the following steps:
constructing a wall foundation;
placing the processed angle materials at the wall corners, then fastening horizontal lines between the angle stones at the two ends, and placing the inner and outer skin block stones according to the lines;
paving ash with the thickness of 3cm on the first layer, selecting block stones which can be jointed with the first layer of block stones, and arranging a second layer of block stones; the vertical seams among the stones are plastered, and unstable stones are supported stably by the stone pads with proper thickness;
building each layer according to a second layer method, and finding the last layer to be flat; building 2-5 stone blocks penetrating through the inner and outer skins every 3-5 layers to serve as gallstones;
pointing, then pouring by using slurry and feeding the seams;
and (3) punching steel needles into the joints of the grout joints, fixedly mounting the steel mesh on the roughened surface through the steel needles, and spraying a layer of concrete on the steel mesh to obtain a reinforced concrete layer on the wall surface.
Further, the specific method for placing the inside and outside skin stone blocks comprises the following steps: the plane of the stone blocks faces downwards, and the middle part is filled with small stone blocks; after laying one layer, 1/2 is filled with lime into the large stone gaps, and then small stones are filled from the top to tamp.
Furthermore, when building the building block, the big head of the stone block faces downwards or outwards, and the inner skin and the outer skin are bitten by stubbles.
Furthermore, the calculus pulling devices in different layers are staggered, and the calculus pulling devices in the same layer are 1.5-2 m apart.
Furthermore, the form of the wall joint of the antique building wall body comprises a convex joint, a concave joint and a flat joint.
Further, the joint pointing method comprises the steps of laying mortar during building and pointing along the mortar joint.
Furthermore, the joint pointing method also comprises the steps of laying no ash during building and piling, using small stone sheets for padding and stabilizing, and pointing after building and piling, namely pouring and feeding the joint by a 'dry back mountain' method.
The invention achieves the following beneficial effects: according to the invention, the steel needles are driven into the joints of the grout joint, the reinforcing mesh is fixedly arranged on the chiseled surface through the steel needles, and a layer of concrete is sprayed on the reinforcing mesh to obtain the reinforced concrete layer on the wall surface, so that the wall body is firmer, the construction quality is improved, and the repair rate is reduced.
Detailed Description
The invention is further described below. The following examples are only for illustrating the technical solutions of the present invention more clearly, and the protection scope of the present invention is not limited thereby.
The invention provides a masonry method of an antique building wall, which comprises the following steps:
(1) constructing a wall foundation;
(2) the processed angle materials are placed at the wall corners in a separated position, then a horizontal line is tied between the angle stones at the two ends, and the inner and outer skin block stones are placed according to the line. The plane of the stone blocks faces downwards, generally no dust is laid, and the middle of the stone blocks is filled with smaller stone blocks. After laying one layer, 1/2 is filled with lime into the large stone gaps, and then small stones are filled from the top to tamp.
(3) Firstly, paving ash with the thickness of about 3cm on the first layer, selecting the block stone which can be jointed with the first layer of block stone, and arranging the second layer. The vertical seams between the stones are also coated with ash. Unstable stones are cushioned with a suitable thickness of stone slab.
(4) And building each layer according to a second layer method, and finding the last layer to be flat. The stone blocks can not reach the upper line and the lower line than the bricks, and only the line is required to be substantially followed. The masonry method can be summarized as 'tiling, lying in a line, filling upside down and knot line collision'. Meanwhile, the big end of the stone is downward or outward as much as possible, and the inner and outer skins are bitten as much as possible. And building 2-5 stone blocks penetrating through the inner and outer skins every 3-5 layers to serve as the calculus. The calculus pulling devices in different layers are staggered, and the calculus pulling devices in the same layer are 1.5-2 m apart. Generally speaking, the quality of the masonry of the tiger skin wall needs to be stable, tight, solid and well-pulled.
(5) And (6) pointing. The tiger skin wall joint has three types of convex joint, concave joint and flat joint. The jointing method comprises the steps of laying mortar during building and jointing along the mortar joint, and the method is easy to dirty the stone wall due to the slurry flow and needs to clean the removed mortar in time. And (3) laying the building and piling without laying ash, stably supporting by using small stone chips, and then pointing after the building and piling are finished, namely pouring and feeding the seams by the dry back mountain method. The stone wall built by the processed stones is finally filled with slurry and fed with seams because the seams are thin.
(6) And (3) punching steel needles into the joints of the grout joints, fixedly mounting the steel mesh on the roughened surface through the steel needles, and spraying a layer of concrete on the steel mesh to obtain a reinforced concrete layer on the wall surface.
According to the invention, the steel needles are driven into the joints of the grout joint, the reinforcing mesh is fixedly arranged on the chiseled surface through the steel needles, and a layer of concrete is sprayed on the reinforcing mesh to obtain the reinforced concrete layer on the wall surface, so that the wall body is firmer, the construction quality is improved, and the repair rate is reduced.
The above description is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, several modifications and variations can be made without departing from the technical principle of the present invention, and these modifications and variations should also be regarded as the protection scope of the present invention.

Claims (7)

1. The masonry method of the antique building wall is characterized by comprising the following steps:
constructing a wall foundation;
placing the processed angle materials at the wall corners, then fastening horizontal lines between the angle stones at the two ends, and placing the inner and outer skin block stones according to the lines;
paving ash with the thickness of 3cm on the first layer, selecting block stones which can be jointed with the first layer of block stones, and arranging a second layer of block stones; the vertical seams among the stones are plastered, and unstable stones are supported stably by the stone pads with proper thickness;
building each layer according to a second layer method, and finding the last layer to be flat; building 2-5 stone blocks penetrating through the inner and outer skins every 3-5 layers to serve as gallstones;
pointing, then pouring by using slurry and feeding the seams;
and (3) punching steel needles into the joints of the grout joints, fixedly mounting the steel mesh on the roughened surface through the steel needles, and spraying a layer of concrete on the steel mesh to obtain a reinforced concrete layer on the wall surface.
2. The masonry method of the archaized building wall according to claim 1, wherein the concrete method for placing the inner and outer surface stones is as follows: the plane of the stone blocks faces downwards, and the middle part is filled with small stone blocks; after laying one layer, 1/2 is filled with lime into the large stone gaps, and then small stones are filled from the top to tamp.
3. The method of claim 1, wherein the masonry is performed by cutting the stones inside and outside the blocks with the larger end facing downward or outward.
4. The method for laying the antique building wall according to claim 1, wherein the gallstones of different layers are staggered, and the gallstones of the same layer are spaced from each other by 1.5-2 m.
5. The method for constructing an antique building wall according to claim 1, wherein the wall joints of the antique building wall are in the form of convex joints, concave joints and flat joints.
6. The method of laying an archaized building wall according to claim 1, wherein the pointing method includes laying mortar during laying and pointing along the mortar joints.
7. The method of laying an archaized building wall according to claim 1, wherein the method of pointing further comprises laying out no mortar during laying and laying, laying a stable stone slab, and pointing after laying and laying, i.e., pouring the pointing by a dry mountain method.
CN201911190750.9A 2019-11-28 2019-11-28 Masonry method of antique building wall Pending CN110905099A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201911190750.9A CN110905099A (en) 2019-11-28 2019-11-28 Masonry method of antique building wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201911190750.9A CN110905099A (en) 2019-11-28 2019-11-28 Masonry method of antique building wall

Publications (1)

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CN110905099A true CN110905099A (en) 2020-03-24

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113279479A (en) * 2021-05-13 2021-08-20 中建八局第三建设有限公司 High-strength concrete structure and construction method thereof

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20150040499A1 (en) * 2013-08-07 2015-02-12 Benjamin Bravo Precast concrete module which can be adapted internally to multiple uses
CN104746891A (en) * 2015-01-29 2015-07-01 安徽省金田建筑设计咨询有限责任公司 Construction method for strengthening masonry structure by epoxy steel plates
CN109098307A (en) * 2018-07-13 2018-12-28 中国冶集团有限公司 Brick output enters the wall body structure and wall building method of stone
CN109898698A (en) * 2019-03-19 2019-06-18 山东交通学院 A kind of construction method of pseudo-classic architecture silk seam wall

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20150040499A1 (en) * 2013-08-07 2015-02-12 Benjamin Bravo Precast concrete module which can be adapted internally to multiple uses
CN104746891A (en) * 2015-01-29 2015-07-01 安徽省金田建筑设计咨询有限责任公司 Construction method for strengthening masonry structure by epoxy steel plates
CN109098307A (en) * 2018-07-13 2018-12-28 中国冶集团有限公司 Brick output enters the wall body structure and wall building method of stone
CN109898698A (en) * 2019-03-19 2019-06-18 山东交通学院 A kind of construction method of pseudo-classic architecture silk seam wall

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
北京土木建筑学会: "《中国古建筑修缮与施工技术》", 31 January 2006, 中国计划出版社 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113279479A (en) * 2021-05-13 2021-08-20 中建八局第三建设有限公司 High-strength concrete structure and construction method thereof
CN113279479B (en) * 2021-05-13 2022-05-24 中建八局第三建设有限公司 High-strength concrete structure and construction method thereof

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Application publication date: 20200324