CN109083436A - A kind of constructing structure method for Historical Block facade rebuilding - Google Patents
A kind of constructing structure method for Historical Block facade rebuilding Download PDFInfo
- Publication number
- CN109083436A CN109083436A CN201811004947.4A CN201811004947A CN109083436A CN 109083436 A CN109083436 A CN 109083436A CN 201811004947 A CN201811004947 A CN 201811004947A CN 109083436 A CN109083436 A CN 109083436A
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- CN
- China
- Prior art keywords
- wall
- concrete
- metope
- historical block
- layer
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- 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.)
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- 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
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
-
- 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
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
- E04G23/0222—Replacing or adding wall ties
-
- 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
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
- E04G23/0229—Increasing or restoring the load-bearing capacity of building construction elements of foundations or foundation walls
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Lining And Supports For Tunnels (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses a kind of constructing structure methods for Historical Block facade rebuilding, are related to building renovation field.Step, metope reparation are reinforced including on-site test, strengthening of foundation, metope.The present invention carries out reinforcement and repair by using comprehensive, the multi-level construction method on wall basis and surface of wall, to the building of Historical Block；Under the premise of retaining the antique value of Historical Block, repairing and reinforcement is carried out to the facade of Historical Block, replacement wall is not needed and improves the bearing capacity of facade by being reinforced under ground portion, effective protection is realized to history relic.
Description
Technical field
The invention belongs to building renovation technical fields, more particularly to a kind of construction structure for Historical Block facade rebuilding
Make method.
Background technique
Cognition of the architectural design great master to the favor and people of ancient building to pseudo-classic architecture and element, so that modelled after an antique build
It builds up as one of beautiful scenery in urban construction.
Existing ancient architecture deformed wall recovery technique, be when its wall simultaneously large area occur inclination, it is askew dodge, distortion,
When the case where blow-up, typically dismounting wall number is built again.Since ancient architecture wall often has the dresses such as tile carving, colour painting and ash modeling
Decorations, in addition wall itself also belongs to protected object, therefore ancient building dismounting wall is built again, will necessarily damage its historical value,
Scientific value and artistic value, and large labor intensity, long in time limit, this is present in existing ancient architecture deformed wall recovery technique
Main shortcoming.
Summary of the invention
The purpose of the present invention is to provide a kind of constructing structure method for Historical Block facade rebuilding, by using
Comprehensive, the multi-level construction method on wall basis and surface of wall carries out reinforcement and repair to the building of Historical Block；It is protecting
Under the premise of the antique value for staying Historical Block, repairing and reinforcement is carried out to the facade of Historical Block, replacement wall is not needed, leads to
It crosses and is reinforced under ground portion, improve the bearing capacity of facade, effective protection is realized to history relic.
In order to solve the above technical problems, the present invention is achieved by the following technical solutions:
The present invention is a kind of constructing structure method for Historical Block facade rebuilding, comprising the following steps:
Step 1: on-site test
Staff surveys and draws the structure feature of Historical Block elevation of building, construction feature and incomplete situation comprehensively, is detected；
And construction equipment and material are selected according to testing result；
Step 2: strengthening of foundation
SS01, first wall is fixed by support frame and supporting plate structure wall, then by the underground wall body basis of wall
It is reinforced；
The support frame of ground and support plate are removed after the completion of SS02, underground wall body strengthening of foundation, then wall repair and is changed
It makes；
Step 3: metope is reinforced
SS11, surface of wall dust is cleaned out；
SS12, the grid of mylar composition is knitted in the fixed seam of surface of wall, and coats a layer concrete on grid；It is reinforced
Concrete layer；
SS13, after the dry solidification of concrete layer, concrete layer is cleaned using hairbrush and water, surface dirt is cleaned dry
It is air-dried after net；
Step 4: metope reparation
Metope is roasted by one layer of silicone oil of concrete surface brushing after air-drying, then with blowtorch；Then by imitation paints
It is brushed to metope and forms dope layer；Heating roasting finally is carried out to dope layer, and covering and heat insulating is carried out by felt.
Further, the underground wall body strengthening of foundation in the step 2, comprising the following steps:
SS21, at corner along the trend of wall carry out dig deep at tunnel；The depth in the tunnel is 60-100cm；Tunnel
Width is in 30-70cm；
SS22, steel reinforcement cage is built in tunnel；Wherein, several through-holes are drilled out by drill bit in wall surface of base, by steel reinforcement cage
Reinforcing bar insertion through-hole in；And several rubbles or brickbat are added in steel reinforcement cage；Concrete is poured into fill up tunnel；
SS23, after the dry solidification of concrete, in concrete foundation, wall basis is connected with wall using brick.
Further, the support plate surface recombination in the step 2 has a buffer layer, the buffer layer by rubber material or
Sponge material is made.
Further, the grid in the step 3 is fixed on metope by steel nail.
The invention has the following advantages:
The present invention is by using comprehensive, the multi-level construction method on wall basis and surface of wall, to Historical Block
Building carries out reinforcement and repair；Under the premise of retaining the antique value of Historical Block, reparation is carried out to the facade of Historical Block and is added
Gu not needing replacement wall, by being reinforced under ground portion, the bearing capacity of facade is improved, to history relic reality
Effective protection is showed.
Certainly, it implements any of the products of the present invention and does not necessarily require achieving all the advantages described above at the same time.
Specific embodiment
The technical scheme in the embodiments of the invention will be clearly and completely described below, it is clear that described implementation
Example is only a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, this field is common
Technical staff's all other embodiment obtained without creative efforts belongs to the model that the present invention protects
It encloses.
In the description of the present invention, it is to be understood that, term " aperture ", "upper", "lower", " thickness ", "top", " in ",
The indicating positions such as "inner" or positional relationship, are merely for convenience of description of the present invention and simplification of the description, rather than indication or suggestion institute
The component or element of finger must have a particular orientation, and be constructed and operated in a specific orientation, therefore should not be understood as to this hair
Bright limitation.
Specific embodiment one:
The present invention is a kind of constructing structure method for Historical Block facade rebuilding, comprising the following steps:
Step 1: on-site test
Staff surveys and draws the structure feature of Historical Block elevation of building, construction feature and incomplete situation comprehensively, is detected；
And construction equipment and material are selected according to testing result；
Step 2: strengthening of foundation
SS01, first wall is fixed by support frame and supporting plate structure wall, then by the underground wall body basis of wall
It is reinforced；
The support frame of ground and support plate are removed after the completion of SS02, underground wall body strengthening of foundation, then wall repair and is changed
It makes；
Step 3: metope is reinforced
SS11, surface of wall dust is cleaned out；
SS12, the grid of mylar composition is knitted in the fixed seam of surface of wall, and coats a layer concrete on grid；It is reinforced
Concrete layer；
SS13, after the dry solidification of concrete layer, concrete layer is cleaned using hairbrush and water, surface dirt is cleaned dry
It is air-dried after net；
Step 4: metope reparation
Metope is roasted by one layer of silicone oil of concrete surface brushing after air-drying, then with blowtorch；Then by imitation paints
It is brushed to metope and forms dope layer；Heating roasting finally is carried out to dope layer, and covering and heat insulating is carried out by felt.
Further, the underground wall body strengthening of foundation in step 2, comprising the following steps:
SS21, at corner along the trend of wall carry out dig deep at tunnel；The depth in tunnel is 60-100cm；The width in tunnel
In 30-70cm；
SS22, steel reinforcement cage is built in tunnel；Wherein, several through-holes are drilled out by drill bit in wall surface of base, by steel reinforcement cage
Reinforcing bar insertion through-hole in；And several rubbles or brickbat are added in steel reinforcement cage；Concrete is poured into fill up tunnel；
SS23, after the dry solidification of concrete, in concrete foundation, wall basis is connected with wall using brick.
Further, the support plate surface recombination in step 2 has buffer layer, and buffer layer is made of rubber material, avoids propping up
Fagging damages the lines of surface of wall.
Further, the grid in step 3 is fixed on metope by steel nail.
Specific embodiment two:
The present invention is a kind of constructing structure method for Historical Block facade rebuilding, comprising the following steps:
Step 1: on-site test
Staff surveys and draws the structure feature of Historical Block elevation of building, construction feature and incomplete situation comprehensively, is detected；
And construction equipment and material are selected according to testing result；
Step 2: strengthening of foundation
SS01, first wall is fixed by support frame and supporting plate structure wall, then by the underground wall body basis of wall
It is reinforced；
The support frame of ground and support plate are removed after the completion of SS02, underground wall body strengthening of foundation, then wall repair and is changed
It makes；
Step 3: metope is reinforced
SS11, surface of wall dust is cleaned out；
SS12, the grid of mylar composition is knitted in the fixed seam of surface of wall, and coats a layer concrete on grid；It is reinforced
Concrete layer；
SS13, after the dry solidification of concrete layer, concrete layer is cleaned using hairbrush and water, surface dirt is cleaned dry
It is air-dried after net；
Step 4: metope reparation
Metope is roasted by one layer of silicone oil of concrete surface brushing after air-drying, then with blowtorch；Then by imitation paints
It is brushed to metope and forms dope layer；Heating roasting finally is carried out to dope layer, and covering and heat insulating is carried out by felt.
Further, the underground wall body strengthening of foundation in step 2, comprising the following steps:
SS21, at corner along the trend of wall carry out dig deep at tunnel；The depth in tunnel is 60-100cm；The width in tunnel
In 30-70cm；
SS22, steel reinforcement cage is built in tunnel；Wherein, several through-holes are drilled out by drill bit in wall surface of base, by steel reinforcement cage
Reinforcing bar insertion through-hole in；And several rubbles are added in steel reinforcement cage；Concrete is poured into fill up tunnel；
SS23, after the dry solidification of concrete, in concrete foundation, wall basis is connected with wall using brick.
Further, the support plate surface recombination in step 2 has buffer layer, and buffer layer is made of sponge material, avoids propping up
Fagging damages the lines of surface of wall.
Further, the grid in step 3 is fixed on metope by steel nail.
In the description of this specification, the description of reference term " one embodiment ", " example ", " specific example " etc. means
Particular features, structures, materials, or characteristics described in conjunction with this embodiment or example are contained at least one implementation of the invention
In example or example.In the present specification, schematic expression of the above terms may not refer to the same embodiment or example.
Moreover, particular features, structures, materials, or characteristics described can be in any one or more of the embodiments or examples to close
Suitable mode combines.
Present invention disclosed above preferred embodiment is only intended to help to illustrate the present invention.There is no detailed for preferred embodiment
All details are described, are not limited the invention to the specific embodiments described.Obviously, according to the content of this specification,
It can make many modifications and variations.These embodiments are chosen and specifically described to this specification, is in order to better explain the present invention
Principle and practical application, so that skilled artisan be enable to better understand and utilize the present invention.The present invention is only
It is limited by claims and its full scope and equivalent.
Claims (4)
1. a kind of constructing structure method for Historical Block facade rebuilding, which comprises the following steps:
Step 1: on-site test
Staff surveys and draws the structure feature of Historical Block elevation of building, construction feature and incomplete situation comprehensively, is detected；
And construction equipment and material are selected according to testing result；
Step 2: strengthening of foundation
SS01, first wall is fixed by support frame and supporting plate structure wall, then by the underground wall body basis of wall
It is reinforced；
The support frame of ground and support plate are removed after the completion of SS02, underground wall body strengthening of foundation, then wall repair and is changed
It makes；
Step 3: metope is reinforced
SS11, surface of wall dust is cleaned out；
SS12, the grid of mylar composition is knitted in the fixed seam of surface of wall, and coats a layer concrete on grid；It is reinforced
Concrete layer；
SS13, after the dry solidification of concrete layer, concrete layer is cleaned using hairbrush and water, surface dirt is cleaned dry
It is air-dried after net；
Step 4: metope reparation
Metope is roasted by one layer of silicone oil of concrete surface brushing after air-drying, then with blowtorch；Then by imitation paints
It is brushed to metope and forms dope layer；Heating roasting finally is carried out to dope layer, and covering and heat insulating is carried out by felt.
2. a kind of constructing structure method for Historical Block facade rebuilding according to claim 1, which is characterized in that institute
State the underground wall body strengthening of foundation in step 2, comprising the following steps:
SS21, at corner along the trend of wall carry out dig deep at tunnel；The depth in the tunnel is 60-100cm；Tunnel
Width is in 30-70cm；
SS22, steel reinforcement cage is built in tunnel；Wherein, several through-holes are drilled out by drill bit in wall surface of base, by steel reinforcement cage
Reinforcing bar insertion through-hole in；And several rubbles or brickbat are added in steel reinforcement cage；Concrete is poured into fill up tunnel；
SS23, after the dry solidification of concrete, in concrete foundation, wall basis is connected with wall using brick.
3. a kind of constructing structure method for Historical Block facade rebuilding according to claim 1, which is characterized in that institute
Stating the support plate surface recombination in step 2 has buffer layer, and the buffer layer is made of rubber material or sponge material.
4. a kind of constructing structure method for Historical Block facade rebuilding according to claim 1, which is characterized in that institute
The grid stated in step 3 is fixed on metope by steel nail.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811004947.4A CN109083436A (en) | 2018-08-30 | 2018-08-30 | A kind of constructing structure method for Historical Block facade rebuilding |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811004947.4A CN109083436A (en) | 2018-08-30 | 2018-08-30 | A kind of constructing structure method for Historical Block facade rebuilding |
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| Publication Number | Publication Date |
|---|---|
| CN109083436A true CN109083436A (en) | 2018-12-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811004947.4A Pending CN109083436A (en) | 2018-08-30 | 2018-08-30 | A kind of constructing structure method for Historical Block facade rebuilding |
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| Country | Link |
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| CN (1) | CN109083436A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110306821A (en) * | 2019-06-12 | 2019-10-08 | 上海市建筑装饰工程集团有限公司 | It is a kind of for reinforcing the L-type outsourcing wall of plain brick wall |
| CN110306823A (en) * | 2019-06-12 | 2019-10-08 | 上海市建筑装饰工程集团有限公司 | A kind of production method of the compound L-type concrete slab for historical building clean water wall |
| CN114809710A (en) * | 2022-06-15 | 2022-07-29 | 中建一局华江建设有限公司 | Old wall structure after ancient building repair and strengthening and reinforcing method thereof |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20020056249A1 (en) * | 2000-10-31 | 2002-05-16 | Janos Gergely | Composite systems and methods for anchoring walls |
| CN101368447A (en) * | 2008-08-26 | 2009-02-18 | 江苏南通二建集团有限公司 | Old wall renovation and construction method |
| CN105604343A (en) * | 2016-01-29 | 2016-05-25 | 浙江水利水电学院 | Construction method for reinforcing and repairing integral wall of ancient architecture |
-
2018
- 2018-08-30 CN CN201811004947.4A patent/CN109083436A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20020056249A1 (en) * | 2000-10-31 | 2002-05-16 | Janos Gergely | Composite systems and methods for anchoring walls |
| CN101368447A (en) * | 2008-08-26 | 2009-02-18 | 江苏南通二建集团有限公司 | Old wall renovation and construction method |
| CN105604343A (en) * | 2016-01-29 | 2016-05-25 | 浙江水利水电学院 | Construction method for reinforcing and repairing integral wall of ancient architecture |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110306821A (en) * | 2019-06-12 | 2019-10-08 | 上海市建筑装饰工程集团有限公司 | It is a kind of for reinforcing the L-type outsourcing wall of plain brick wall |
| CN110306823A (en) * | 2019-06-12 | 2019-10-08 | 上海市建筑装饰工程集团有限公司 | A kind of production method of the compound L-type concrete slab for historical building clean water wall |
| CN114809710A (en) * | 2022-06-15 | 2022-07-29 | 中建一局华江建设有限公司 | Old wall structure after ancient building repair and strengthening and reinforcing method thereof |
| CN114809710B (en) * | 2022-06-15 | 2023-08-18 | 中建一局华江建设有限公司 | Old wall structure after ancient building repair and strengthening and reinforcing method thereof |
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Application publication date: 20181225 |