CN111719881A - Integral reinforcing construction process for complex structure of ancient building - Google Patents
Integral reinforcing construction process for complex structure of ancient building Download PDFInfo
- Publication number
- CN111719881A CN111719881A CN202010409017.8A CN202010409017A CN111719881A CN 111719881 A CN111719881 A CN 111719881A CN 202010409017 A CN202010409017 A CN 202010409017A CN 111719881 A CN111719881 A CN 111719881A
- Authority
- CN
- China
- Prior art keywords
- wall
- damaged
- reinforcing
- complex structure
- concrete
- 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
Links
- 238000010276 construction Methods 0.000 title claims abstract description 32
- 238000000034 method Methods 0.000 title claims abstract description 24
- 230000008569 process Effects 0.000 title claims abstract description 23
- 230000003014 reinforcing effect Effects 0.000 title claims description 45
- 230000002787 reinforcement Effects 0.000 claims abstract description 19
- 230000006378 damage Effects 0.000 claims abstract description 14
- 230000007547 defect Effects 0.000 claims abstract description 8
- 238000012423 maintenance Methods 0.000 claims abstract description 6
- 239000004567 concrete Substances 0.000 claims description 32
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 16
- 239000011449 brick Substances 0.000 claims description 13
- 239000004575 stone Substances 0.000 claims description 9
- 238000005266 casting Methods 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 7
- 239000003086 colorant Substances 0.000 claims description 5
- 238000005034 decoration Methods 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 230000005540 biological transmission Effects 0.000 claims description 3
- 239000004568 cement Substances 0.000 claims description 3
- 238000004140 cleaning Methods 0.000 claims description 3
- 238000001035 drying Methods 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims description 3
- 238000005187 foaming Methods 0.000 claims description 3
- 239000003292 glue Substances 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 230000002093 peripheral effect Effects 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 3
- 238000007711 solidification Methods 0.000 claims description 3
- 230000008023 solidification Effects 0.000 claims description 3
- 230000006641 stabilisation Effects 0.000 claims description 3
- 238000011105 stabilization Methods 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 230000008439 repair process Effects 0.000 abstract description 3
- 238000005728 strengthening Methods 0.000 abstract 3
- 239000010410 layer Substances 0.000 description 8
- 230000008859 change Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 238000005406 washing Methods 0.000 description 4
- 239000011150 reinforced concrete Substances 0.000 description 3
- 238000004873 anchoring Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 239000002344 surface layer Substances 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 239000004917 carbon fiber Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 206010022000 influenza Diseases 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- 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
-
- 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
- E04G23/0277—Repairing or restoring window or door frames
-
- 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
- E04G23/0296—Repairing or restoring facades
-
- 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
- E04G23/04—Propping of endangered or damaged buildings or building parts, e.g. with respect to air-raid action
Landscapes
- 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)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention relates to the technical field of building repair, and discloses an integral reinforcement construction process for a complex structure of an ancient building, which comprises the following steps: 1) the complex structure of ancient building is shot and is kept, is convenient for consolidate the back, restores the building outward appearance, and the while analysis is latent and current building defect to carry out the sign. This whole reinforcement construction process of ancient building complex structure, it remains through shooing ancient building complex structure, be convenient for strengthening the back, restore building appearance, analysis potential and current building defect simultaneously, and carry out the sign, confirm maintenance and reinforcement scheme, after strengthening and maintaining the completion, confirm the reinforcement and the prosthetic condition, if the error is great, then need install again, if the error is under the condition that does not influence pleasing to the eye and meaning, strengthen the completion, can be after strengthening and maintaining, the prototype of guarantee ancient building that can the at utmost, avoid causing the loss that the damage caused cultural heritage.
Description
Technical Field
The invention relates to the technical field of building repair, in particular to an integral reinforcing construction process for a complex structure of an ancient building.
Background
The construction reinforcement is to utilize carbon fiber, bond steel, high-pressure grouting to strengthen and reinforce the building, this technology is used for the design change extensively, increase reinforcement and change engineering such as roof beam, column, cantilever beam, board, etc., it is a kind of reinforcement after the reinforcing bar on the existing building structure antidetonation reinforcement engineering to utilize the connection technology of the structural adhesive effect, it is the best choice that the structure plant reinforcement fastens and applies with the heavy load fastening, in the reinforced concrete structure construction, the reinforcing bar of the reinforced concrete beam repair plant bar that the board, structural adjustment of roof beam, curtain wall bury the piece billboard to anchor, the mechanical equipment installs the plant bar anchor, etc., the anchor of the masonry of rock brick, etc., the dry-hanging curtain wall of stone, the stone bonds, the anchor of the mine cave roof, wall position is strutted; the anchoring of railway rails, various anchoring of projects such as water conservancy facilities wharfs, highways, bridges, tunnels, subways and the like.
In the prior art, after long-time washing, the ancient building is generally fragile integrally, the materials are generally wood and stone, and the like, the prior art is difficult to ensure the original appearance of equipment when reinforcing and repairing, and the repairing is also a changed damage, a construction process for integrally reinforcing the complicated structure of the ancient building is provided in Chinese patent CN 106382016B, on the basis of not damaging the original bearing structure, a reinforcing mesh mortar surface layer, a cement mortar surface layer or a cast-in-place reinforced concrete slab wall is adopted on one side or two sides of a wall body, and is combined with the original bearing structure into a stressed whole, the construction is simple, effective and fast, the reinforcing effect is good, but the original characteristics and the appearance of the building are not protected, so that the construction process for integrally reinforcing the complicated structure of the ancient building is provided to solve the problems.
Disclosure of Invention
Technical problem to be solved
Aiming at the defects of the prior art, the invention provides the overall reinforcing construction process for the complex structure of the ancient building, which has the advantages of good reinforcing effect, good protection and restoration effect and the like, and solves the problems that the ancient building is generally fragile after long-time gift washing, the material is generally wood, stone and the like, the original appearance of equipment is difficult to ensure during reinforcing and repairing in the prior art, and the repairing is also a changed damage problem.
(II) technical scheme
In order to achieve the purposes of good reinforcement effect and good protection and reduction effect, the invention provides the following technical scheme: the integral reinforcing construction process for the complex structure of the ancient building comprises the following steps:
1) photographing the complex structure of the old building for reservation, facilitating restoration of the appearance of the building after reinforcement, analyzing potential and existing building defects, marking, and confirming a maintenance and reinforcement scheme;
2) the wall surface decoration is damaged and damaged, so that the whole wall surface decoration is not attractive, the damaged part can be circled out, then a wall plastering layer is removed, residual ash is brushed off, surface ash is blown off, the wall surface plastering is cleaned, the original brick body is prevented from being damaged when the wall plastering is removed, the damaged brick is removed at the same time, then a wall hanging net matched with the area of the damaged surface is prepared, after concrete is prepared, a layer of concrete is firstly covered, then the wall hanging net is covered on the wall hanging net, then one side of concrete is covered on the outer side of the wall hanging net, the wall hanging net is covered, after the concrete is completely dried, fabric matched with additional wall surface materials and colors is prepared for covering, similar patterns are supplemented at the same time, and the occurrence of a sense of incongruity is avoided;
3) the bearing wall or the column body is damaged, the potential safety hazard exists, the peripheral wall can be stabilized and supported through a large number of support rods, after the stabilization is confirmed, the pipelines on the original wall or the original column are removed uniformly, the vent holes and the flue are removed completely, after the removal is finished, then the plastering layer on the surface of the bearing wall or the bearing column body is removed, the damage degree of the bearing wall or the bearing column body is observed after the cleaning is finished, confirming a reinforcing scheme according to the damage degree, dismantling the wall surface or the column body when the wall surface or the column body is seriously damaged, then re-repairing according to the height, reserving gaps of four bricks from the top, supporting by using reinforcing steel bars, installing a mould same as the original wall surface, finally pouring concrete for concreting, after the manufacturing and the solidification are finished, C20 expansive concrete is used for oblique-supporting mould casting and tamping, the supporting rod is finally removed to ensure the force transmission, and the surface of the wall body or the column body is painted and restored after the removal is finished;
4) the edges of doors, windows and niche holes are aged and damaged, the doors and windows are disassembled and assembled under the condition of ensuring the integrity of the original doors and windows, the wall surfaces with damaged peripheries can be damaged, if the doors and windows are damaged, similar doors and windows are manufactured by adopting the same process, after the doors and windows are disassembled, the plastering layers on the peripheries of the doors and windows are cleaned, after the door and window are clearly completed, damaged bricks are replaced, re-plastered and covered, after the drying is completed, the doors and windows are installed and restored, the door and window are subjected to mothproof treatment, and the joints of the doors and windows and the front surface are supplemented by using foaming glue;
5) step 2), step 3) and step 4) are performed once before construction, step 1) is performed, the photos are compared after the construction of step 2), step 3) and step 4) is completed, the reinforcing and repairing conditions are confirmed, if the error is large, reinstallation is required, and if the error does not affect the attractiveness and significance, the reinforcing is completed.
Preferably, before the reinforcing steel bar is supported in the step 3), through holes matched with the reinforcing steel bars need to be formed in the ground at the top and the bottom.
Preferably, in the step 3), when the concrete is cast, the outer side of the mold may be vibrated by a vibration motor, so as to ensure the concrete casting.
Preferably, when the wall surface is hung with the net in the step 2), the net can be fixed on the wall surface through the plurality of limit nails, so that subsequent construction is facilitated.
Preferably, the concrete formula in the step 2) and the step 3) is cement, sand, stone and water with a proper amount of concrete coloring agent.
Preferably, a space of 3-5 cm is required to be left between the damaged part and the circled damaged part in the step 2).
Preferably, the wall surface hanging net is a reinforcing mesh, the diameter of the reinforcing mesh is about 12 mm, the diameter of the transverse rib is about 6-10 mm, the longitudinal rib is 6-10 mm, and the grid is 150 mm multiplied by 150 mm to 300 mm multiplied by 300 mm.
(III) advantageous effects
Compared with the prior art, the invention provides an integral reinforcing construction process for complex structures of ancient buildings, which has the following beneficial effects:
the integral reinforcing construction process for the complex structure of the ancient building is characterized in that the complex structure of the ancient building is photographed and reserved, so that the appearance of the ancient building can be restored after being reinforced, potential and existing building defects can be analyzed simultaneously, identification is carried out, a maintenance and reinforcing scheme is confirmed, the reinforcing and repairing conditions can be confirmed after the reinforcing and maintaining are completed, if the error is large, reinstallation is needed, if the error is not influenced, the reinforcing is completed, the prototype of the ancient building can be guaranteed to the maximum extent after the reinforcing and maintaining, the loss of cultural heritage caused by damage can be avoided, the strength of concrete can be effectively guaranteed by arranging the wall hanging net, the cracking phenomenon can be avoided, through arranging the reinforcing steel bars, through holes matched with the reinforcing steel bars need to be formed in the ground at the top and the bottom before the reinforcing steel bars are supported, can effectual guarantee consolidate the tightness of technology, solve through long-time gift washing, the ancient building is general whole comparatively fragile, and the material generally is wooden and stone etc. prior art is consolidating when restoreing, hardly guarantees the original outward appearance of equipment, restores also to be the problem of the destruction of a kind of change.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to 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 integral reinforcing construction process for the complex structure of the ancient building comprises the following steps:
1) photographing the complex structure of the old building for reservation, facilitating restoration of the appearance of the building after reinforcement, analyzing potential and existing building defects, marking, and confirming a maintenance and reinforcement scheme;
2) the wall surface decoration is damaged and damaged, which causes the whole appearance to be unattractive, the damaged part can be circled out, then a wall plastering layer is removed, residual ash is brushed off, surface ash is blown off, the wall is cleaned, when the wall plastering is removed, the original brick body is prevented from being damaged, the damaged brick body is removed at the same time, then a wall hanging net matched with the damaged area is prepared, after concrete is prepared, a layer of concrete is firstly covered, then the wall hanging net is covered on the wall hanging net, then one side of concrete is covered on the outer side of the wall hanging net, the wall hanging net is covered, after the concrete is completely dried, a fabric matched with the additional wall material and color is prepared for covering, and similar patterns are supplemented at the same time, the sense of incongruity is avoided, when the wall hanging net is carried out, the hanging net can be fixed on the wall through a plurality of limiting nails, the subsequent construction is convenient, when the damaged part is circled out, a space of 3-5 cm, the wall hanging net is a reinforcing steel bar net, the diameter of a transverse bar of the reinforcing steel bar net is about 12 mm, the diameter of a longitudinal bar of the reinforcing steel bar net is 6-10 mm, and the size of a grid is 150 mm multiplied by 150 mm-300 mm multiplied by 300 mm;
3) the method is characterized in that a bearing wall or a column body is damaged and has potential safety hazards, peripheral wall bodies can be stabilized and supported through a large number of support rods, after the stabilization is confirmed, pipelines on an original wall or an original column are uniformly removed, vent holes and flues are all removed, after the removal is finished, a plaster layer on the surface of the bearing wall body or the column body is removed, the damage degree of the bearing wall or the bearing column body is observed after the completion of the cleaning, a reinforcing scheme is confirmed according to the damage degree, the wall surface or the column body is removed according to the requirement of serious damage, then the wall surface or the column body is repaired again according to the height, gaps of four bricks are reserved from the top, after the support is carried out by using reinforcing steel bars, a mold identical with the original wall surface is installed, finally concrete is poured and solidified, after the manufacture and the solidification are finished, C20 expansive concrete support inclined molds are used for casting and tamping to ensure the force transmission, finally the support rods are removed again, before reinforcing steel bar supporting, through holes matched with reinforcing steel bars need to be formed in the ground at the top and the bottom, when concrete casting is carried out, the outer side edge of a mould can be vibrated through a vibration motor to ensure concrete pouring, and the concrete formula comprises cement, sand, stone, water and a proper amount of concrete coloring agent;
4) the edges of doors, windows and niche holes are aged and damaged, the doors and windows are disassembled and assembled under the condition of ensuring the integrity of the original doors and windows, the wall surfaces with damaged peripheries can be damaged, if the doors and windows are damaged, similar doors and windows are manufactured by adopting the same process, after the doors and windows are disassembled, the plastering layers on the peripheries of the doors and windows are cleaned, after the door and window are clearly completed, damaged bricks are replaced, re-plastered and covered, after the drying is completed, the doors and windows are installed and restored, the door and window are subjected to mothproof treatment, and the joints of the doors and windows and the front surface are supplemented by using foaming glue;
5) step 2), step 3) and step 4) are performed once before construction, step 1) is performed, the photos are compared after the construction of step 2), step 3) and step 4) is completed, the reinforcing and repairing conditions are confirmed, if the error is large, reinstallation is required, and if the error does not affect the attractiveness and significance, the reinforcing is completed.
The invention has the beneficial effects that: the integral reinforcing construction process for the complex structure of the ancient building is characterized in that the complex structure of the ancient building is photographed and reserved, so that the appearance of the ancient building can be restored after being reinforced, potential and existing building defects can be analyzed simultaneously, identification is carried out, a maintenance and reinforcing scheme is confirmed, the reinforcing and repairing conditions can be confirmed after the reinforcing and maintaining are completed, if the error is large, reinstallation is needed, if the error is not influenced, the reinforcing is completed, the prototype of the ancient building can be guaranteed to the maximum extent after the reinforcing and maintaining, the loss of cultural heritage caused by damage can be avoided, the strength of concrete can be effectively guaranteed by arranging the wall hanging net, the cracking phenomenon can be avoided, through arranging the reinforcing steel bars, through holes matched with the reinforcing steel bars need to be formed in the ground at the top and the bottom before the reinforcing steel bars are supported, can effectual guarantee consolidate the tightness of technology, solve through long-time gift washing, the ancient building is general whole comparatively fragile, and the material generally is wooden and stone etc. prior art is consolidating when restoreing, hardly guarantees the original outward appearance of equipment, restores also to be the problem of the destruction of a kind of change.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The overall reinforcing construction process for the complex structure of the ancient building is characterized by comprising the following steps of:
1) photographing the complex structure of the old building for reservation, facilitating restoration of the appearance of the building after reinforcement, analyzing potential and existing building defects, marking, and confirming a maintenance and reinforcement scheme;
2) the wall surface decoration is damaged and damaged, so that the whole wall surface decoration is not attractive, the damaged part can be circled out, then a wall plastering layer is removed, residual ash is brushed off, surface ash is blown off, the wall surface plastering is cleaned, the original brick body is prevented from being damaged when the wall plastering is removed, the damaged brick is removed at the same time, then a wall hanging net matched with the area of the damaged surface is prepared, after concrete is prepared, a layer of concrete is firstly covered, then the wall hanging net is covered on the wall hanging net, then one side of concrete is covered on the outer side of the wall hanging net, the wall hanging net is covered, after the concrete is completely dried, fabric matched with additional wall surface materials and colors is prepared for covering, similar patterns are supplemented at the same time, and the occurrence of a sense of incongruity is avoided;
3) the bearing wall or the column body is damaged, the potential safety hazard exists, the peripheral wall can be stabilized and supported through a large number of support rods, after the stabilization is confirmed, the pipelines on the original wall or the original column are removed uniformly, the vent holes and the flue are removed completely, after the removal is finished, then the plastering layer on the surface of the bearing wall or the bearing column body is removed, the damage degree of the bearing wall or the bearing column body is observed after the cleaning is finished, confirming a reinforcing scheme according to the damage degree, dismantling the wall surface or the column body when the wall surface or the column body is seriously damaged, then re-repairing according to the height, reserving gaps of four bricks from the top, supporting by using reinforcing steel bars, installing a mould same as the original wall surface, finally pouring concrete for concreting, after the manufacturing and the solidification are finished, C20 expansive concrete is used for oblique-supporting mould casting and tamping, the supporting rod is finally removed to ensure the force transmission, and the surface of the wall body or the column body is painted and restored after the removal is finished;
4) the edges of doors, windows and niche holes are aged and damaged, the doors and windows are disassembled and assembled under the condition of ensuring the integrity of the original doors and windows, the wall surfaces with damaged peripheries can be damaged, if the doors and windows are damaged, similar doors and windows are manufactured by adopting the same process, after the doors and windows are disassembled, the plastering layers on the peripheries of the doors and windows are cleaned, after the door and window are clearly completed, damaged bricks are replaced, re-plastered and covered, after the drying is completed, the doors and windows are installed and restored, the door and window are subjected to mothproof treatment, and the joints of the doors and windows and the front surface are supplemented by using foaming glue;
5) step 2), step 3) and step 4) are performed once before construction, step 1) is performed, the photos are compared after the construction of step 2), step 3) and step 4) is completed, the reinforcing and repairing conditions are confirmed, if the error is large, reinstallation is required, and if the error does not affect the attractiveness and significance, the reinforcing is completed.
2. The overall reinforcement construction process for the complex structure of the ancient building according to claim 1, wherein in the step 3), through holes matched with the steel bars are required to be formed in the ground at the top and the bottom before the steel bars are supported.
3. The overall reinforcing construction process for the complex structure of the ancient building according to claim 1, wherein in the step 3), when concrete casting is carried out, the vibration motor can vibrate the outer side edge of the mould to ensure the concrete casting.
4. The overall reinforcing construction process for the complex structure of the ancient building according to claim 1, wherein in the step 2), when the wall surface is hung with the net, the net can be fixed on the wall surface through a plurality of limit nails, so that subsequent construction is facilitated.
5. The overall reinforcement construction process for the complex structure of the ancient building according to claim 1, wherein the concrete in the step 2) and the step 3) is prepared from cement, sand, stone, water and a proper amount of concrete coloring agent.
6. The overall reinforcement construction process of the complex structure of the old building as claimed in claim 1, wherein a space of 3-5 cm is required to be left with the damaged portion when the damaged portion is circled in the step 2).
7. The overall reinforcing construction process for the complicated structure of the ancient building according to claim 1, wherein the wall hanging net is a reinforcing mesh, the diameter of the transverse rib of the reinforcing mesh is about 12 mm, the diameter of the longitudinal rib is 6-10 mm, and the grid is 150 mm x 150 mm-300 mm x 300 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010409017.8A CN111719881A (en) | 2020-05-14 | 2020-05-14 | Integral reinforcing construction process for complex structure of ancient building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010409017.8A CN111719881A (en) | 2020-05-14 | 2020-05-14 | Integral reinforcing construction process for complex structure of ancient building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111719881A true CN111719881A (en) | 2020-09-29 |
Family
ID=72564443
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010409017.8A Pending CN111719881A (en) | 2020-05-14 | 2020-05-14 | Integral reinforcing construction process for complex structure of ancient building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111719881A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113431369A (en) * | 2021-07-02 | 2021-09-24 | 福建荣冠环境建设集团有限公司 | Ancient building wall repairing method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105019675A (en) * | 2015-06-09 | 2015-11-04 | 杭州江润科技有限公司 | Repairing construction method for grey brick outer wall of ancient building |
| CN106382016A (en) * | 2016-11-18 | 2017-02-08 | 李艳荣 | Integral reinforcing type construction process for complex structure of old building |
| CN110067403A (en) * | 2019-05-14 | 2019-07-30 | 山东工艺美术学院 | Ancient building exterior wall restorative procedure |
| CN110528906A (en) * | 2019-09-07 | 2019-12-03 | 深圳洲际建筑装饰集团有限公司 | A kind of ancient building metope method for repairing and constructing |
| CN111042570A (en) * | 2020-01-03 | 2020-04-21 | 上海市园林工程有限公司 | Repairing construction method for fresh water brick wall of ancient building |
-
2020
- 2020-05-14 CN CN202010409017.8A patent/CN111719881A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105019675A (en) * | 2015-06-09 | 2015-11-04 | 杭州江润科技有限公司 | Repairing construction method for grey brick outer wall of ancient building |
| CN106382016A (en) * | 2016-11-18 | 2017-02-08 | 李艳荣 | Integral reinforcing type construction process for complex structure of old building |
| CN110067403A (en) * | 2019-05-14 | 2019-07-30 | 山东工艺美术学院 | Ancient building exterior wall restorative procedure |
| CN110528906A (en) * | 2019-09-07 | 2019-12-03 | 深圳洲际建筑装饰集团有限公司 | A kind of ancient building metope method for repairing and constructing |
| CN111042570A (en) * | 2020-01-03 | 2020-04-21 | 上海市园林工程有限公司 | Repairing construction method for fresh water brick wall of ancient building |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113431369A (en) * | 2021-07-02 | 2021-09-24 | 福建荣冠环境建设集团有限公司 | Ancient building wall repairing method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106801517B (en) | External reinforcing and reinforcing method for school shed with prefabricated porous plate brick mixed structure | |
| CN103410317A (en) | Construction method for site assembly and casting integral wall body by adopting wall body prefabricated part | |
| CN108505644A (en) | CL compound concrete shear wall construction methods | |
| CN211229052U (en) | Hoist and mount ALC wallboard with outer wall tile structure | |
| CN107013040A (en) | The construction method of floor is poured after a kind of sleeve built-in type | |
| CN101368447B (en) | Old wall renovation and construction method | |
| CN105064579A (en) | Construction method guaranteeing pouring formation of toilet water-stop ridge platform | |
| CN104278643A (en) | Continuous rigid frame box girder construction technology applied to bridge project | |
| CN108589975A (en) | Assembling cladding and construction technology | |
| CN108005255A (en) | A kind of construction method of wall | |
| CN111719881A (en) | Integral reinforcing construction process for complex structure of ancient building | |
| KR100432318B1 (en) | use a carbon point the existing structure of repair & reinforcement method or construction | |
| CN110878641B (en) | Reinforcing structure adopting superimposed hollow floor slab grid system and new construction method | |
| CN113374295A (en) | Old steel-wood structure roof truss dismantling and rebuilding construction method | |
| CN107882050A (en) | The manufacture method of the side plate of cap mold and cap mold | |
| CN218714288U (en) | Decoration-free building structure | |
| CN104675138B (en) | A kind of slab balcony reinforcement means for sound insulation and noise reducing transformation | |
| CN102767284B (en) | Semi-prefabricating construction process for concrete thin-wall lower return eave | |
| CN115354781A (en) | Template-free decoration-free cast-in-place structure and construction method thereof | |
| JP2011069151A (en) | Concrete panel form | |
| CN110725532B (en) | Supporting system for small formwork of bare concrete decorative wall and construction process | |
| CN106320662A (en) | Construction method for decorating superwide concrete lines on outer wall of building | |
| CN103590581A (en) | Construction method of concrete flue top plate insulating layer | |
| CN210507926U (en) | Node structure is assembled to partition wall in assembled light | |
| CN106760487A (en) | A kind of cast-in-place concrete exterior wall crack resistence Slate hanging construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20200929 |
|
| RJ01 | Rejection of invention patent application after publication |