CN113047657A - Method for repairing structure of wafer plate of Chevron cylinder - Google Patents

Method for repairing structure of wafer plate of Chevron cylinder Download PDF

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Publication number
CN113047657A
CN113047657A CN202110333005.6A CN202110333005A CN113047657A CN 113047657 A CN113047657 A CN 113047657A CN 202110333005 A CN202110333005 A CN 202110333005A CN 113047657 A CN113047657 A CN 113047657A
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CN
China
Prior art keywords
cylinder
neck
new
repairing
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
Application number
CN202110333005.6A
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Chinese (zh)
Inventor
龚锦
汪永
王龙
徐愿生
白守更
陈翰林
于永浩
刘泽芳
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Shanghai Baoye Group Corp Ltd
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Shanghai Baoye Group Corp Ltd
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Publication date
Application filed by Shanghai Baoye Group Corp Ltd filed Critical Shanghai Baoye Group Corp Ltd
Priority to CN202110333005.6A priority Critical patent/CN113047657A/en
Publication of CN113047657A publication Critical patent/CN113047657A/en
Pending legal-status Critical Current

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    • 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
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218Increasing or restoring the load-bearing capacity of building construction elements
    • E04G23/0237Increasing or restoring the load-bearing capacity of building construction elements of storey floors
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/326Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

The invention discloses a method for repairing a structure of a Kirschner cylinder waffle plate, which comprises the following steps: cutting off the old cylinder neck along the circumferential direction of the cylinder wall, grinding concrete with a specified thickness on the exposed concrete wall, mounting the cylinder neck on a new cylinder neck, and filling atomic ash into a gap between the residual cylinder body and the new cylinder neck; and fixing the new cylinder neck by using cementing materials, thereby realizing the repair of the cylinder body of the Chevron cylinder.

Description

Method for repairing structure of wafer plate of Chevron cylinder
Technical Field
The invention relates to the technical field of building construction, in particular to a method for repairing a structure of a Chevron cylinder waffle slab.
Background
With the rapid development of high-tech electronic industry, the demand for establishing an electronic long house with high cleanliness requirement is increasing. In order to ensure the air cleanliness of a large-area production workshop of a dust-free clean room, a clean air conditioning ventilation system needs to be established and is influenced by factors such as compact construction period, high construction difficulty, high construction cost and the like, a Chevron cylinder waffle slab structure is generally adopted in the core area of an electronic factory building, namely, a cylinder body of the Chevron cylinder is left in a mounting hole formed in the waffle slab. The upper surface of the wafer cylinder is damaged due to improper protection in the construction process, the cleanliness requirement of the wafer plate is difficult to meet, the thickness of the wafer plate is thick, and the damaged cylinder is difficult to repair in the prior art.
Disclosure of Invention
In view of the above, the present invention provides a method for repairing a structure of a wafer sheet of a kirschner cylinder, which comprises cutting off a new cylinder neck, placing the new cylinder neck, and replacing the old cylinder neck with the new cylinder neck, thereby achieving the purpose of repairing the cylinder body of the kirschner cylinder.
The method for repairing the structure of the King cylinder waffle slab provided by the invention comprises the following steps:
s1, cutting off the old cylinder neck along the circumferential direction of the cylinder wall;
s2, grinding concrete with a specified thickness on the exposed concrete wall;
s3, mounting the new cylinder neck;
s4, filling atomic ash into the gap between the residual cylinder and the new cylinder neck;
and S5, fixing the new cylinder neck by using cement.
Preferably, before cutting off the old cylinder neck along the circumferential direction of the cylinder wall, the steps further include:
and S11, digging the concrete around the old cylinder neck cylinder edge.
Preferably, before the step of planing open the concrete around the old cylinder neck, the steps further comprise:
and S10, marking the damaged cylinder in a centralized way.
Preferably, in the step of fixing the new cylinder neck by using cement, the steps further include:
and S6, repairing the concrete around the new cylinder neck cylinder.
Preferably, the new neck also comprises:
s31, measuring whether the new cylinder neck cylinder edge is coplanar with the plane of the surrounding concrete by using a level meter, if so, continuing to step S4; if not, adjusting the new cylinder neck.
Preferably, the filling of the putty into the gap between the residual cylinder and the new cylinder neck comprises:
and S41, after the putty is dried, using fine sand paper to grind the putty.
Preferably, the cement may be specifically an epoxy mortar.
Preferably, the height of the old cylinder neck is greater than the height of the new cylinder neck.
Compared with the background art, the method for repairing the structure of the wafer plate of the Chevron cylinder provided by the invention comprises the following steps: cutting off the old cylinder neck along the circumferential direction of the cylinder wall, grinding concrete with a specified thickness on the exposed concrete wall, mounting the cylinder neck on a new cylinder neck, and filling atomic ash into a gap between the residual cylinder body and the new cylinder neck; and fixing the new cylinder neck by using cementing materials, thereby realizing the repair of the cylinder body of the Chevron cylinder.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the provided drawings without creative efforts.
FIG. 1 is a simplified flowchart of a method for repairing a structure of a Walsh plate according to an embodiment of the present invention;
FIG. 2 is a detailed flowchart of a method for repairing a structure of a Kirchner wafer sheet according to an embodiment of the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in 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.
In order that those skilled in the art will better understand the disclosure, the invention will be described in further detail with reference to the accompanying drawings and specific examples.
Referring to fig. 1 and fig. 2, fig. 1 is a simplified flowchart of a method for repairing a wafer plate structure of a kirschner cylinder according to an embodiment of the present invention; FIG. 2 is a detailed flowchart of a method for repairing a structure of a Kirchner wafer sheet according to an embodiment of the present invention.
The embodiment of the invention discloses a method for repairing a structure of a Chevron cylinder waffle slab, which comprises the following steps:
s1, cutting off the old cylinder neck along the circumferential direction of the cylinder wall;
a circle of cutting line can be marked on the cylinder wall in advance, and then a grinder is used for cutting the cylinder wall along the cutting line. In this embodiment, the old neck is 7cm in height, although the neck height is adjusted to fit the size of the chevrons cylinder.
S2, grinding concrete with a specified thickness on the exposed concrete wall;
after removal of the old cylinder neck, the concrete wall is exposed. In order to prevent the new cylinder neck from being scratched by the concrete wall and to grind off the concrete with the specified thickness, a space can be provided for the subsequent cementing material pouring. Wherein, the specified thickness can be 2mm wall thickness, and the grinding depth can be slightly larger than the height of the old cylinder neck. After the concrete is ground, the concrete needs to be thoroughly cleaned.
S3, mounting the new cylinder neck;
and (5) installing a new cylinder neck meeting the cleanliness requirement in the ground concrete wall. It should be noted that the height of the old neck is greater than that of the new neck, so that a gap of a certain size can be left between the new neck and the residual cylinder. Specifically, the height of the new cylinder neck is 6.5cm, so that a gap of 0.5cm height exists between the new cylinder neck and the residual cylinder.
S4, filling atomic ash into the gap between the residual cylinder and the new cylinder neck;
and (4) injecting atomic ash into a gap between the residual cylinder body and the new cylinder neck after the new cylinder neck and the residual cylinder body are coaxial, and preliminarily fixing the new cylinder neck. The putty is made up by using unsaturated resin, talcum powder and styrene through the processes of stirring and grinding, and can be used for filling and sticking.
Step S4 further includes step S41 of smoothing the putty with fine sandpaper after the putty has been dried, so that the putty, the inner wall of the new neck and the inner wall of the participating cylinder are coplanar.
And S5, fixing the new cylinder neck by using cement.
And (5) pouring cementing materials into the gap between the new cylinder neck and the concrete wall, and reliably fixing the new cylinder neck. The cement may specifically be an epoxy mortar, but the type of cement is not limited thereto.
In conclusion, the method for repairing the structure of the wafer plate of the Chevron cylinder can reliably repair the damaged Chevron cylinder.
Before the old cylinder neck is cut off along the circumferential direction of the cylinder wall, the step also comprises S11, the concrete around the edge of the old cylinder neck cylinder is planed open, the planing depth is 1-2 cm, and the old cylinder neck is convenient to take out. After the concrete is planed, the planed concrete needs to be cleaned before being put into a new barrel neck.
Before digging the concrete around the old cylinder neck cylinder edge, the method also comprises the step S10 of marking the damaged cylinder body in a centralized manner, confirming the area to be repaired, conveniently and intensively placing the repairing tool and the new cylinder neck, and providing conditions for the subsequent quick repairing of the Checker cylinder. The marking mode can be specifically that a marking line or a marking symbol is drawn on the damaged cylinder.
After the new cylinder neck is fixed by the cementing material, the step also comprises S6, the concrete around the cylinder edge of the new cylinder neck is repaired, and the concrete around the new cylinder neck is leveled. Specifically, the planed area can be filled with epoxy mortar, and after the epoxy mortar is dried, the edge of the new cylinder neck is brushed with a circle of homochromatic paint, so that the edge of the new cylinder neck is butted with the repaired concrete.
The new cylinder neck is arranged with S31, the new cylinder neck cylinder is measured by a level meter whether the cylinder edge is coplanar with the plane of the surrounding concrete, if yes, the step S4 is continued; if not, adjusting the new cylinder neck until the cylinder edge of the new cylinder neck is coplanar with the plane of the surrounding concrete. It should be noted that this step may be performed simultaneously with step S4, and the atomic ash is filled while measuring whether the new cylinder neck is coplanar with the plane of the surrounding concrete, and after the new cylinder neck is coplanar with the plane of the surrounding concrete, the filling of the atomic ash may be stopped, and the position of the new cylinder neck is adjusted in the axial direction by filling the atomic ash.
The above method for repairing a structure of a wafer sheet of a kirschner cylinder provided by the invention is described in detail, and a specific example is applied in the method to explain the principle and the implementation mode of the invention, and the description of the above embodiment is only used to help understand the method and the core idea of the invention; meanwhile, for a person skilled in the art, according to the idea of the present invention, there may be variations in the specific embodiments and the application scope, and in summary, the content of the present specification should not be construed as a limitation to the present invention.

Claims (8)

1. The method for repairing the structure of the wafer plate of the Chevron cylinder is characterized by comprising the following steps of:
s1, cutting off the old cylinder neck along the circumferential direction of the cylinder wall;
s2, grinding concrete with a specified thickness on the exposed concrete wall;
s3, mounting the new cylinder neck;
s4, injecting atomic ash into a gap between the residual cylinder and the new cylinder neck;
and S5, fixing the new cylinder neck by using cement.
2. The method for repairing a waffle slab structure according to claim 1, wherein before said removing of the old neck along the circumference of the wall of the cylinder, the steps further comprise:
and S11, digging the concrete around the old cylinder neck cylinder edge.
3. The method of repairing a waffle slab structure according to claim 2, wherein before said gouging of the concrete around the neck cylinder, the steps further comprise:
and S10, marking the damaged cylinder in a centralized way.
4. The method of repairing a structure of a waffle structure according to any of claims 1 to 3, wherein, in fixing said new neck with cement, the steps further comprise:
and S6, repairing the concrete around the new cylinder neck cylinder.
5. The method for repairing a structure of a waffle structure, as claimed in any of claims 1 to 3, further comprising:
s31, measuring whether the new cylinder neck cylinder edge is coplanar with the plane of the surrounding concrete by using a level gauge, if so, continuing to step S4; if not, adjusting the new cylinder neck.
6. The method for repairing a structure of a Francisella wafer sheet according to any one of claims 1 to 3, wherein the pouring of the atomic ash into the gap between the residual cylinder and the new cylinder neck comprises:
and S41, after the atomic ash is dried, grinding the atomic ash by using fine sand paper.
7. Method for repairing a structure of a waffle structure according to any one of claims 1 to 3, wherein said cement is in particular an epoxy mortar.
8. The method of repairing a structure of a kibble waffle slab as claimed in any of claims 1 to 3, wherein the old cylinder neck has a height greater than the height of the new cylinder neck.
CN202110333005.6A 2021-03-29 2021-03-29 Method for repairing structure of wafer plate of Chevron cylinder Pending CN113047657A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202110333005.6A CN113047657A (en) 2021-03-29 2021-03-29 Method for repairing structure of wafer plate of Chevron cylinder

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Application Number Priority Date Filing Date Title
CN202110333005.6A CN113047657A (en) 2021-03-29 2021-03-29 Method for repairing structure of wafer plate of Chevron cylinder

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CN113047657A true CN113047657A (en) 2021-06-29

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105599072A (en) * 2015-12-30 2016-05-25 卓达新材料科技集团有限公司 Plate repair method
CN106381937A (en) * 2016-08-30 2017-02-08 中交第二航务工程局有限公司 Concrete structured pre-buried hole repairing method
CN108756035A (en) * 2018-05-31 2018-11-06 上海宝冶集团有限公司 A kind of waffle board construction method that whole cylinder is removable
CN110701425A (en) * 2019-09-12 2020-01-17 上海井园市政工程有限公司 Non-excavation type pipeline repairing method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105599072A (en) * 2015-12-30 2016-05-25 卓达新材料科技集团有限公司 Plate repair method
CN106381937A (en) * 2016-08-30 2017-02-08 中交第二航务工程局有限公司 Concrete structured pre-buried hole repairing method
CN108756035A (en) * 2018-05-31 2018-11-06 上海宝冶集团有限公司 A kind of waffle board construction method that whole cylinder is removable
CN110701425A (en) * 2019-09-12 2020-01-17 上海井园市政工程有限公司 Non-excavation type pipeline repairing method

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
张翊: "洁净室华夫板梁下坠缺陷修补处理", 《建设科技》 *
胡德春: "环氧材料在宝珠寺水电站尾水管混凝土缺陷修补中的应用", 《大坝与安全》 *
黄培松: "奇氏筒模具华夫板精度控制施工技术", 《陕西建筑》 *
黎晓林: "大口径预应力钢筒混凝土管孔洞破损局部修补措施", 《给水排水》 *

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Application publication date: 20210629

RJ01 Rejection of invention patent application after publication