CN110748191B - Method for integrally moving and resetting fire-sealing wall - Google Patents

Method for integrally moving and resetting fire-sealing wall Download PDF

Info

Publication number
CN110748191B
CN110748191B CN201911005698.5A CN201911005698A CN110748191B CN 110748191 B CN110748191 B CN 110748191B CN 201911005698 A CN201911005698 A CN 201911005698A CN 110748191 B CN110748191 B CN 110748191B
Authority
CN
China
Prior art keywords
wall
fire
hoisting
sealing wall
sealing
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.)
Active
Application number
CN201911005698.5A
Other languages
Chinese (zh)
Other versions
CN110748191A (en
Inventor
凌玉光
凌玉山
蒋文龙
杨文霞
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Chongqing Landscape Architecture Engineering Group Co ltd
Original Assignee
Chongqing Landscape Architecture Engineering Group Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Chongqing Landscape Architecture Engineering Group Co ltd filed Critical Chongqing Landscape Architecture Engineering Group Co ltd
Priority to CN201911005698.5A priority Critical patent/CN110748191B/en
Publication of CN110748191A publication Critical patent/CN110748191A/en
Application granted granted Critical
Publication of CN110748191B publication Critical patent/CN110748191B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • 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
    • E04G23/00Working measures on existing buildings
    • E04G23/06Separating, lifting, removing of buildings; Making a new sub-structure

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)
  • Building Environments (AREA)

Abstract

The invention discloses a method for integrally moving and resetting a fire banking wall, which comprises the following steps: s1), a moving step, a) drawing digital marks around the colored drawing close to the connection part of the wall body of the fire banking wall and the side surface of the gable; b) manufacturing a steel outer framework according to the actually manufactured integral structural condition of the shaping mold and the fire-sealing wall ridge; c) a support rod is fixed on the steel outer frame; s2), a resetting step, e) cleaning a hoisting operation channel and a working area; f) a scaffold is built, so that the working platform for dismantling the steel outer framework in the hoisting process and after the hoisting reset is finished is convenient; g) reinforcing and repairing the part which falls off or cracks in the hoisting process by tissue professionals; h) and hoisting and resetting by using a crane to butt the fire-sealing wall with the top of the gable. The method for integrally moving and resetting the fire-sealing wall can be used for integrally moving the fire-sealing wall, not only can prevent the wall from being broken in the transportation process, but also can play an effective role in protecting the wall colored drawing of the fire-sealing wall.

Description

Method for integrally moving and resetting fire-sealing wall
Technical Field
The invention belongs to the technical field of civil engineering construction equipment, and particularly relates to an integral relocation and resetting method for a fire banking wall.
Background
The fire-sealing wall is a wall higher than two gable roofs, namely the wall top part of the gable, and is called as a horse head wall because the shape of the wall is exactly like a horse head. Origin of the fire-banking wall: ancient buildings are mainly wooden buildings, the residential buildings are high in density, contradictions which are not beneficial to fire prevention are prominent, and when a fire disaster happens, the fire behavior is easy to spread along the house. And the brick wall higher than the roof is built on the tops of the two gable walls of the house, so that the requirements of dense fire prevention and wind prevention of the village house can be met, and the brick wall plays a role in isolating a fire source under the condition that the adjacent residences have fire disasters. The fire-sealing wall appears in Ming and Qing resident buildings as a novel fire-proof separation facility in the long run and is popularized from the Huizhou area to the outside, and the fire-sealing wall appears in the places of Jiangxi, Guangdong, Fujian, Zhejiang, Jiangsu, Hunan, Hubei and the like in sequence.
With the planning and upgrading of cities and the construction of some engineering projects which have influences on geology, ecological environment and the like, some ancient buildings are required to be moved when necessary, and at present, the ancient buildings are frequently moved in China, so that the ancient buildings are greatly damaged in the process of dismantling and resetting, and the original appearance of the buildings is difficult to maintain. Especially in the transportation process, because the stress on the wall surface by the support for fixing the wall body is uneven, the wall body has the problem of fracture in the transportation process. In addition, colored drawings are generally drawn on the fire-banking wall and the connection part of the fire-banking wall and the gable wall, and the colored drawings on the connection part of the fire-banking wall and the gable wall can be damaged after the fire-banking wall is moved. The ancient architecture features are concentrated on the fire-banking wall, so that the existing problems are how to realize the overall moving of the fire-banking wall by adopting which tool and not damaging the wall body and the wall body colored drawing in the moving process.
Disclosure of Invention
In view of the above, an object of the present invention is to provide a method for resetting a fire-sealing wall, which can be used for resetting the fire-sealing wall and prevent the wall from damaging colored drawings during the resetting process.
The invention is realized by the following technical means:
the invention discloses a method for integrally moving and resetting a fire banking wall, which comprises the following steps of:
s1), the moving step is as follows:
a) measuring the size of the fire-sealing wall, drawing a fire-sealing wall drawing, drawing digital marks around the colored drawings close to the connection part of the wall body of the fire-sealing wall and the side surface of the gable, spraying moisture on the connection part of the wall body of the fire-sealing wall and the side surface of the gable and the colored drawings on the side surface of the gable, sticking the connection part of the wall body of the fire-sealing wall and the side surface of the gable and the colored drawings on the side surface of the gable and the digital marks completely through degradable adhesive tape paper after the water on the surface of the wall permeates into the wall surface, arranging through holes at the positions of the digital marks on the adhesive tape paper, making marks corresponding to the digital marks at the positions, close to the through holes, drying the adhesive tape paper in a degradable manner by adopting a hot air blower;
b) manufacturing a shaping mold matched with the parameters of the side surface of the fire-sealing wall by wood on site according to the actual measurement data and the drawing of the fire-sealing wall, manufacturing a steel outer framework according to the integral structural condition of the actually manufactured shaping mold and the ridge of the fire-sealing wall, wherein the bearing strength of the steel outer framework is more than three times of the dead weight of the ridge, and the size of the steel outer framework is more than the maximum overall size of the ridge; the shaping mold and the steel outer framework are synchronously installed, the shaping mold and the steel outer framework are fixed on the fire-sealing wall from one side of the fire-sealing wall by adopting a screw and a nut which penetrate through the wall, a gap is reserved between the shaping mold and the wall surface of the fire-sealing wall, and a honeycomb-shaped protective layer is filled in the gap;
c) a support rod is fixed on the steel outer framework, the length of the support rod corresponds to that of the fire banking wall, and lifting rings are arranged at two ends of the support rod;
d) hoisting rings at two ends of the supporting rod through a hoisting device, dumping and flatting the wall body of the fire banking wall to one side provided with the shaping mold, then hoisting the supporting rod through the hoisting device to translate the fire banking wall to a loading vehicle, and then transporting the fire banking wall to a specified installation position;
s2), a reset step, the reset step being as follows:
e) cleaning a hoisting operation channel and a working area, and dismantling and cleaning temporary building facilities influencing hoisting;
f) a scaffold is built, so that the working platform for dismantling the steel outer framework in the hoisting process and after the hoisting reset is finished is convenient;
g) because the dispersed storage time of the fire banking wall hoisted to a new site is long, the organization professional carries out reinforcement and repair on the part which falls off or cracks in the hoisting process; according to the actual measurement of the upper and lower contact sections of the new and old walls, the size difference of the new and old walls is adopted, and the new and old walls are reset by taking the vertical butt joint of the midline as a standard; meanwhile, horizontally measuring a part of contact sections of the newly-built wall body, vertically measuring the wall body, and adjusting the position with larger deviation; after the report and check are managed and checked, the hoisting reset operation is carried out.
h) The hoisting reset operation adopts a crane to hoist, so that the hoisting member is kept horizontal, the fire banking wall is butted with the top of the gable, and the butt joint contact surface adopts 1: 3, bonding cement mortar;
j) and after three days, dismantling the steel outer framework, finishing the contact surfaces of the upper wall body and the lower wall body in the dismantling process, performing old joining treatment to make the joint seams consistent, aligning the through holes of the adhesive tape paper with the digital marks according to the digital marks left on the fire-sealing wall, coating glue on the gable wall behind the adhesive tape paper and the fire-sealing wall, pasting the adhesive tape paper on the upper wall body and the lower wall body, spraying moisture on the surface of the adhesive tape paper after the glue is dried, then removing the adhesive tape paper, pasting part of the colored drawing originally pasted on the adhesive tape paper on the wall body, manually re-coloring the colored drawing printed on the wall body, so that the style is unchanged after the colored drawing is transferred to the new wall body, dismantling the scaffold after the work is finished, and delivering, checking and accepting.
Furthermore, in the step c, at least two support rods are arranged, and the two support rods are arranged in a crossed manner.
Further, the shaping mold is provided with a mold core corresponding to the shape of the top of the fire banking wall.
Further, the thickness of the gap in the step b is 5-10 cm.
The invention also discloses a fire-sealing wall transfer frame, which comprises a bottom plate and a bearing part hinged and installed on the bottom plate, wherein the bottom plate comprises a first base plate and a second base plate, a first guide rod is fixedly installed on the first base plate, a first blind hole matched with the first guide rod is formed in the second base plate, the first guide rod is slidably arranged in the first blind hole, the bearing part comprises a first bearing plate and a second bearing plate, a first hinge seat is integrally formed on the first bearing plate, a second hinge seat is integrally formed on the first base plate, hinge columns are arranged in the second hinge seat and the first hinge seat in a penetrating manner, a second guide rod is integrally formed on the first bearing plate, a second blind hole matched with the second guide rod is formed on the second bearing plate, the second guide rod is slidably arranged in the second blind hole, and installation grooves are formed in the first bearing plate and the second bearing plate, install in the mounting groove and shift the board, ann integrated into one piece has the third hinge seat on the second base plate, it has the support column to articulate on the third hinge seat, integrative one-tenth has the supporting screw on the first supporting column, the spiro union has threaded sleeve on the supporting screw, the backup pad is installed to threaded sleeve tip. The disassembled and fixed fire-sealing wall is placed on the bearing part, the first bearing plate and the second bearing plate bear the fire-sealing wall, the length is changed by rotating the threaded sleeve, and the angle of the bearing part is adjusted so as to be matched with the inclination angle of the bottom of the fire-sealing wall, so that the fire-sealing wall can keep the original vertical angle in the transportation process, and the fire-sealing wall is prevented from being broken in the transfer process due to the change of the internal structure stress of the fire-sealing wall; the second bearing plate can slide on the second guide rod to adjust the length of the bearing part so as to adapt to fire-sealing walls with different lengths.
Furthermore, a limiting plate is welded on the first substrate, and a reinforcing plate is welded between the limiting plate and the first substrate. The side wall of the fire-sealing wall is supported through the limiting plate, and the fire-sealing wall is prevented from sliding on the bearing part.
Further, it has first gag lever post to articulate on the limiting plate, integrated into one piece has the third guide arm on the first gag lever post, the cover is equipped with the second gag lever post on the third guide arm, the spacing groove has been seted up on the second bearing plate, the second bearing plate is worn to locate the spacing inslot. Carry out horizontal spacing to the honeycomb fire wall through first gag lever post and second gag lever post, avoid sealing the fire wall and topple over in the transportation.
The invention has the following beneficial effects: the invention relates to a method for integrally moving and resetting a fire banking wall, which comprises the following steps of: s1), a moving step, a) drawing digital marks around the colored drawing close to the connection part of the wall body of the fire banking wall and the side surface of the gable; b) manufacturing a steel outer framework according to the actually manufactured integral structural condition of the shaping mold and the fire-sealing wall ridge; c) a support rod is fixed on the steel outer frame; d) hoisting the supporting rod by using the hoisting device to translate the fire banking wall to a loading vehicle, and then transporting the fire banking wall to a specified installation position; s2), a resetting step, e) cleaning a hoisting operation channel and a working area; f) a scaffold is built, so that the working platform for dismantling the steel outer framework in the hoisting process and after the hoisting reset is finished is convenient; g) reinforcing and repairing the part which falls off or cracks in the hoisting process by tissue professionals; h) hoisting and resetting operation is carried out by adopting a crane, so that the hoisting member is kept horizontal, and the fire banking wall is butted with the top of the gable; j) the surface of the adhesive tape paper is sprayed with moisture, then the adhesive tape paper is taken off, the part of the colored drawing originally stuck on the adhesive tape paper is stuck on the wall body, the colored drawing printed on the wall body is re-colored by manpower, the scaffold is dismantled, and the scaffold is delivered for inspection and acceptance. The method for integrally moving and resetting the fire-sealing wall can be used for integrally moving the fire-sealing wall, not only can prevent the wall from being broken in the transportation process, but also can play an effective role in protecting the wall colored drawing of the fire-sealing wall.
Drawings
The invention is further described below with reference to the figures and examples.
FIG. 1 is a schematic structural view of a fire banking wall transfer rack according to an embodiment of the present invention;
FIG. 2 is a schematic longitudinal sectional view of a fire wall transition rack according to an embodiment of the present invention;
FIG. 3 is a schematic view of a load bearing member according to an embodiment of the present invention;
description of specific reference symbols:
the first substrate 11, the second substrate 12, the first guide rod 13, the limiting plate 14, the first limiting rod 151, the third guide rod 152, the second limiting rod 153, the reinforcing plate 16, the second hinge seat 17, the hinge column 18, the transfer plate 3, the first support column 31, the support screw 32, the threaded sleeve 33, the hoisting column 34, the support plate 35, the first bearing plate 51, the second bearing plate 52, the second guide rod 53, the mounting groove 54, the reserved groove 55, the limiting groove 56 and the first hinge seat 57.
Detailed Description
The invention will be described in detail below with reference to the following drawings:
as shown in fig. 1 to 3, the fire-banking wall transfer rack of the present invention comprises a bottom plate and a bearing member hinged on the bottom plate, wherein the bottom plate comprises a first base plate 11 and a second base plate 12, the first base plate 11 is fixedly installed with a first guide rod 13, the second base plate 12 is provided with a first blind hole matching with the first guide rod 13, the first guide rod 13 is slidably inserted into the first blind hole, the bearing member comprises a first bearing plate 51 and a second bearing plate 52, the first bearing plate 51 is integrally formed with a first hinge seat 57, the first base plate 11 is integrally formed with a second hinge seat 17, the second hinge seat 17 and the first hinge seat 57 are internally inserted with a hinge column 18, the first bearing plate 51 is integrally formed with a second guide rod 53, the second bearing plate 52 is provided with a second blind hole 321 matching with the second guide rod 53, and the second guide rod 53 is slidably inserted into the second blind hole 321, mounting groove 54 and reserve groove 55 have all been seted up on first bearing plate 51 and the second bearing plate 52, install in the mounting groove 54 and shift board 3, shift board 3 and go up integrated into one piece and have hoisting post 34, and hoisting post 34 arranges in reserve groove 30, can be more convenient through shifting board 3 with the bearing piece on the object shift, ann integrated into one piece has the third hinge seat on the second base plate 12, it has support column 31 to articulate on the third hinge seat, an organic whole has supporting screw 32 on the first support column 31, threaded sleeve 33 has been gone up the spiro union to supporting screw 32, backup pad 35 is installed to threaded sleeve 33 tip.
Specifically, a limiting plate 14 is welded on the first substrate 11, and a reinforcing plate 16 is welded between the limiting plate 14 and the first substrate 11.
Specifically, the limiting plate 14 is hinged to a first limiting rod 151, a third guide rod 152 is integrally formed on the first limiting rod 151, a second limiting rod 153 is sleeved on the third guide rod 152, a limiting groove 56 is formed in the second bearing plate 52, and the second bearing plate 52 is arranged in the limiting groove 56 in a penetrating manner.
The invention discloses a method for integrally moving and resetting a fire banking wall, which comprises the following steps of:
s1), the moving step is as follows:
a) measuring the size of the fire-sealing wall, drawing a fire-sealing wall drawing, drawing digital marks around the colored drawings close to the connection part of the wall body of the fire-sealing wall and the side surface of the gable, spraying moisture on the connection part of the wall body of the fire-sealing wall and the side surface of the gable and the colored drawings on the side surface of the gable, sticking the connection part of the wall body of the fire-sealing wall and the side surface of the gable and the colored drawings on the side surface of the gable and the digital marks completely through degradable adhesive tape paper after the water on the surface of the wall permeates into the wall surface, arranging through holes at the positions of the digital marks on the adhesive tape paper, making marks corresponding to the digital marks at the positions, close to the through holes, drying the adhesive tape paper in a degradable manner by adopting a hot air blower;
b) manufacturing a shaping mold matched with the parameters of the side surface of the fire-sealing wall by wood on site according to the actual measurement data and the drawing of the fire-sealing wall, wherein the shaping mold is provided with a mold core corresponding to the appearance of the top of the fire-sealing wall, manufacturing a steel outer framework according to the actual manufactured shaping mold and the integral structural condition of the ridge of the fire-sealing wall, wherein the bearing strength of the steel outer framework is more than three times of the dead weight of the ridge, and the size of the steel outer framework is more than the maximum appearance size of the ridge; the shaping mold and the steel outer framework are synchronously installed, the shaping mold and the steel outer framework are fixed on the fire-sealing wall from one side of the fire-sealing wall by adopting a screw and a nut which penetrate through the wall, a gap is reserved between the shaping mold and the wall surface of the fire-sealing wall, the thickness of the gap is 5-10cm, and a honeycomb-shaped protective layer is filled in the gap;
c) fixing a support rod on the steel outer framework, wherein the length of the support rod corresponds to that of the fire banking wall, hanging rings are arranged at two ends of the support rod, at least two support rods are arranged, and the two support rods are arranged in a crossed manner;
d) hoisting rings at two ends of a supporting rod by using a hoisting device, installing a fire sealing wall body in a shaping mold, adjusting the angle of a second bearing plate 52 according to the bottom inclination angle of the honeycomb type fire wall, rotating a threaded sleeve 33 to adjust the length to support the second bearing plate 52, hoisting the shaping mold onto the first bearing plate 51 and the second bearing plate 52, simultaneously enabling one side of the shaping mold to be in contact with a limiting plate 14, rotating a first limiting rod 151 and a second limiting rod 153 to rotate, sliding the second limiting rod 153 to penetrate through a limiting groove 56 to fix two sides of the shaping mold, inserting wood plates into gaps to fix if gaps exist between the first limiting rod 151 and the second limiting rod 153 and the shaping mold, transferring a fire sealing wall transfer frame to a loading vehicle after fixing is completed, and then transporting the fire sealing wall transfer frame to a designated installation position;
s2), a reset step, the reset step being as follows:
e) cleaning a hoisting operation channel and a working area, and dismantling and cleaning temporary building facilities influencing hoisting;
f) a scaffold is built, so that the working platform for dismantling the steel outer framework in the hoisting process and after the hoisting reset is finished is convenient;
g) because the dispersed storage time of the fire banking wall hoisted to a new site is long, the organization professional carries out reinforcement and repair on the part which falls off or cracks in the hoisting process; according to the actual measurement of the upper and lower contact sections of the new and old walls, the size difference of the new and old walls is adopted, and the new and old walls are reset by taking the vertical butt joint of the midline as a standard; meanwhile, horizontally measuring a part of contact sections of the newly-built wall body, vertically measuring the wall body, and adjusting the position with larger deviation; after the report and check are managed and checked, the hoisting reset operation is carried out.
h) The hoisting reset operation adopts a crane to hoist, so that the hoisting member is kept horizontal, the fire banking wall is butted with the top of the gable, and the butt joint contact surface adopts 1: 3, bonding cement mortar;
j) and after three days, dismantling the steel outer framework, finishing the contact surfaces of the upper wall body and the lower wall body in the dismantling process, performing old joining treatment to make the joint seams consistent, aligning the through holes of the adhesive tape paper with the digital marks according to the digital marks left on the fire-sealing wall, coating glue on the gable wall behind the adhesive tape paper and the fire-sealing wall, pasting the adhesive tape paper on the upper wall body and the lower wall body, spraying moisture on the surface of the adhesive tape paper after the glue is dried, then removing the adhesive tape paper, pasting part of the colored drawing originally pasted on the adhesive tape paper on the wall body, manually re-coloring the colored drawing printed on the wall body, so that the style is unchanged after the colored drawing is transferred to the new wall body, dismantling the scaffold after the work is finished, and delivering, checking and accepting.
Finally, the above embodiments are only for illustrating the technical solutions of the present invention and not for limiting, although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that modifications or equivalent substitutions may be made to the technical solutions of the present invention without departing from the spirit and scope of the technical solutions of the present invention, and all of them should be covered in the claims of the present invention.

Claims (4)

1. The method for integrally moving and resetting the fire banking wall is characterized by comprising the following steps of:
s1), the moving step is as follows:
a) measuring the size of the fire-sealing wall, drawing a fire-sealing wall drawing, drawing digital marks around the colored drawings close to the connection part of the wall body of the fire-sealing wall and the side surface of the gable, spraying moisture on the connection part of the wall body of the fire-sealing wall and the side surface of the gable and the colored drawings on the side surface of the gable, sticking the connection part of the wall body of the fire-sealing wall and the side surface of the gable and the colored drawings on the side surface of the gable and the digital marks completely through degradable adhesive tape paper after the water on the surface of the wall permeates into the wall surface, arranging through holes at the positions of the digital marks on the adhesive tape paper, making marks corresponding to the digital marks at the positions, close to the through holes, drying the adhesive tape paper in a degradable manner by adopting a hot air blower;
b) manufacturing a shaping mold matched with the parameters of the side surface of the fire-sealing wall by wood on site according to the actual measurement data and the drawing of the fire-sealing wall, manufacturing a steel outer framework according to the integral structural condition of the actually manufactured shaping mold and the ridge of the fire-sealing wall, wherein the bearing strength of the steel outer framework is more than three times of the dead weight of the ridge, and the size of the steel outer framework is more than the maximum overall size of the ridge; the shaping mold and the steel outer framework are synchronously installed, the shaping mold and the steel outer framework are fixed on the fire-sealing wall from one side of the fire-sealing wall by adopting a screw and a nut which penetrate through the wall, a gap is reserved between the shaping mold and the wall surface of the fire-sealing wall, and a honeycomb-shaped protective layer is filled in the gap;
c) a support rod is fixed on the steel outer framework, the length of the support rod corresponds to that of the fire banking wall, and lifting rings are arranged at two ends of the support rod;
d) hoisting rings at two ends of the supporting rod through a hoisting device, dumping and flatting the wall body of the fire banking wall to one side provided with the shaping mold, then hoisting the supporting rod through the hoisting device to translate the fire banking wall to a loading vehicle, and then transporting the fire banking wall to a specified installation position;
s2), a reset step, the reset step being as follows:
e) cleaning a hoisting operation channel and a working area, and dismantling and cleaning temporary building facilities influencing hoisting;
f) a scaffold is built, so that the working platform for dismantling the steel outer framework in the hoisting process and after the hoisting reset is finished is convenient;
g) because the dispersed storage time of the fire banking wall hoisted to a new site is long, the organization professional carries out reinforcement and repair on the part which falls off or cracks in the hoisting process; according to the actual measurement of the upper and lower contact sections of the new and old walls, the size difference of the new and old walls is adopted, and the new and old walls are reset by taking the vertical butt joint of the midline as a standard; meanwhile, horizontally measuring a part of contact sections of the newly-built wall body, vertically measuring the wall body, and adjusting the position with larger deviation; after the report and check are managed and checked, carrying out hoisting reset operation;
h) the hoisting reset operation adopts a crane to hoist, so that the hoisting member is kept horizontal, the fire banking wall is butted with the top of the gable, and the butt joint contact surface adopts 1: 3, bonding cement mortar;
j) and after three days, dismantling the steel outer framework, finishing the contact surfaces of the upper wall body and the lower wall body in the dismantling process, performing old joining treatment to make the joint seams consistent, aligning the through holes of the adhesive tape paper with the digital marks according to the digital marks left on the fire-sealing wall, coating glue on the gable wall behind the adhesive tape paper and the fire-sealing wall, pasting the adhesive tape paper on the upper wall body and the lower wall body, spraying moisture on the surface of the adhesive tape paper after the glue is dried, then removing the adhesive tape paper, pasting part of the colored drawing originally pasted on the adhesive tape paper on the wall body, manually re-coloring the colored drawing printed on the wall body, so that the style is unchanged after the colored drawing is transferred to the new wall body, dismantling the scaffold after the work is finished, and delivering, checking and accepting.
2. The method for integrally moving and resetting the fire banking wall as claimed in claim 1, wherein: in the step c, at least two support rods are arranged, and the two support rods are arranged in a crossed manner.
3. The method for integrally moving and resetting the fire banking wall as claimed in claim 2, wherein: the shaping mold is provided with a mold core corresponding to the shape of the top of the fire banking wall.
4. The method for integrally moving and resetting the fire banking wall as claimed in claim 3, wherein: and the thickness of the gap in the step b is 5-10 cm.
CN201911005698.5A 2019-10-22 2019-10-22 Method for integrally moving and resetting fire-sealing wall Active CN110748191B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201911005698.5A CN110748191B (en) 2019-10-22 2019-10-22 Method for integrally moving and resetting fire-sealing wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201911005698.5A CN110748191B (en) 2019-10-22 2019-10-22 Method for integrally moving and resetting fire-sealing wall

Publications (2)

Publication Number Publication Date
CN110748191A CN110748191A (en) 2020-02-04
CN110748191B true CN110748191B (en) 2021-05-11

Family

ID=69279285

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201911005698.5A Active CN110748191B (en) 2019-10-22 2019-10-22 Method for integrally moving and resetting fire-sealing wall

Country Status (1)

Country Link
CN (1) CN110748191B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111622525B (en) * 2020-05-26 2022-02-01 中铁大桥科学研究院有限公司 Thin-wall high-rise hollow tower column cultural relic displacement safety protection method

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101413350A (en) * 2008-12-01 2009-04-22 寇振荣 Method for dividedly dismantling and recycling brick mixed building wall
EP2698487A1 (en) * 2012-06-21 2014-02-19 Caterina Vonelli Equipment aimed at moving walls of immovable property
CN105464396A (en) * 2015-11-16 2016-04-06 上海建工五建集团有限公司 Reinforcing method for external wall of protective historical building
CN207363121U (en) * 2017-10-13 2018-05-15 朱祎伟 Send the building structure of waterproof seal wall in a kind of emblem
CN109457836A (en) * 2018-12-04 2019-03-12 郑勤民 It banks up a fire wall construction and the building structure containing wall construction of banking up a fire

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101413350A (en) * 2008-12-01 2009-04-22 寇振荣 Method for dividedly dismantling and recycling brick mixed building wall
EP2698487A1 (en) * 2012-06-21 2014-02-19 Caterina Vonelli Equipment aimed at moving walls of immovable property
CN105464396A (en) * 2015-11-16 2016-04-06 上海建工五建集团有限公司 Reinforcing method for external wall of protective historical building
CN207363121U (en) * 2017-10-13 2018-05-15 朱祎伟 Send the building structure of waterproof seal wall in a kind of emblem
CN109457836A (en) * 2018-12-04 2019-03-12 郑勤民 It banks up a fire wall construction and the building structure containing wall construction of banking up a fire

Also Published As

Publication number Publication date
CN110748191A (en) 2020-02-04

Similar Documents

Publication Publication Date Title
CN108505644B (en) CL composite concrete shear wall construction method
CN103015781B (en) Method for top lift installation of inner tank and outer tank of double-wall storage tank
CN107542268A (en) The reverse construction method of installation of stage steel construction in a kind of grand theater room
CN112854745A (en) Construction process of assembled building aluminum alloy template
CN111519909A (en) Construction process flow of assembled shear wall structure
CN114439249B (en) Construction method for lifting large-span triangular truss through air swivel
CN111926910A (en) Installation method of fabricated building
CN111005557A (en) Construction method of bare concrete external wall formwork
CN113833220B (en) Construction method of prefabricated bare concrete outer wall cladding connection structure
CN110714621A (en) Millimeter-scale accurate positioning system and method in prefabricated stand column hoisting process
CN101858161A (en) Construction method of low-temperature double-wall storage tanks
CN110748191B (en) Method for integrally moving and resetting fire-sealing wall
CN103615047B (en) The method that lighting roof steel truss and curtain wall are installed high up in the air
CN113202222A (en) Construction method for assembled type superposed beam slab
CN114673096A (en) Swivel beam structure construction process
CN112177332B (en) Energy-saving and environment-friendly construction method for building exterior wall
CN211473452U (en) Millimeter-scale accurate positioning system in prefabricated stand hoist and mount process
CN112096090A (en) Large-span space pipe truss single-point support butt joint step-by-step unloading device and construction method
CN109594697B (en) Construction method and structure of super high-rise built-in unit glass curtain wall
CN110700573A (en) Construction method, device and application of formwork support system adopting steel beam
CN115030518A (en) Sectional integral hoisting method for steel structure coal conveying trestle
CN108729580B (en) Wall manufacturing method
CN113089844A (en) Space grid construction process carried out by combining existing building with sliding
CN111794591A (en) Fully-prefabricated concrete assembled enclosure wall and construction method thereof
CN220365183U (en) Profile steel cantilever steel truss sloping roof structure

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
GR01 Patent grant
GR01 Patent grant