CN113512941A - Method for treating gap at bottom of bridge hollow slab - Google Patents

Method for treating gap at bottom of bridge hollow slab Download PDF

Info

Publication number
CN113512941A
CN113512941A CN202110315946.7A CN202110315946A CN113512941A CN 113512941 A CN113512941 A CN 113512941A CN 202110315946 A CN202110315946 A CN 202110315946A CN 113512941 A CN113512941 A CN 113512941A
Authority
CN
China
Prior art keywords
gap
processing
sticking
glue layer
bridge
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
CN202110315946.7A
Other languages
Chinese (zh)
Inventor
王成
王建峰
张亮
顾龙
夏东升
王霄
孙旭
宋金和
刘新虎
马国栋
乔泷
马楠
张伟涛
刘晓涛
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.)
Ningxia Highway And Bridge Construction Co Ltd
Original Assignee
Ningxia Highway And Bridge Construction 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 Ningxia Highway And Bridge Construction Co Ltd filed Critical Ningxia Highway And Bridge Construction Co Ltd
Priority to CN202110315946.7A priority Critical patent/CN113512941A/en
Publication of CN113512941A publication Critical patent/CN113512941A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges

Abstract

The application discloses a method for processing a gap at the bottom of a bridge hollow slab, which comprises the following steps: s1 preparing treatment materials required by construction; s2, supporting the supporting legs of the movable scaffold by adopting wood boards, S3 cleaning exposed mortar and sundries in the range of the gaps in a sticking mode by using an iron shovel and a steel wire brush, and wetting and scrubbing dust in the sticking range by using wet cloth; s4, popping the sticking edge line at the sticking position at the bottom of the board by adopting an ink fountain, sticking a waterproof coiled material glue layer at the sticking position, and cutting the redundant waterproof coiled material glue layer; s5 kneading processing is performed at the pasting position using a kneading tool. The processing method solves the problems that the adhesion force of the hollow slab is often insufficient during gap processing, the durability is not high, vibration impact is caused to the beam slab when a vehicle passes through, the shedding phenomenon is easy to occur, maintenance is needed in the later period, and the construction cost is increased.

Description

Method for treating gap at bottom of bridge hollow slab
Technical Field
The application relates to the technical field of highway engineering construction, in particular to a method for processing a gap at the bottom of a bridge hollow slab.
Background
The highway engineering needs to set up the bridge and stridees across obstacles such as road, irrigation canals and ditches in the construction process, and when the bridge adopts the hollow core plate structure and needs the installation hollow core plate, often need remain the gap about 2cm between the hollow core plate, and the gap adopts mortar back cover, then processes such as pouring, bridge deck pavement. Because the bottom of the hollow slab is very smooth, the adhesion force of the hollow slab is often insufficient when the gap is processed, the durability is not high, when a vehicle passes through, the vibration impact is caused to the beam slab, the shedding phenomenon easily occurs, the later maintenance is needed, and the construction cost is increased.
Therefore, the application provides a method for processing the bottom gap of the bridge hollow slab to solve the problems.
Disclosure of Invention
The application provides a method for processing a gap at the bottom of a bridge hollow slab, which solves the problems in the prior art.
In order to solve the technical problem, the application provides a method for processing a gap at the bottom of a bridge hollow slab, which comprises the following steps:
s1 preparing a treatment material required by construction, wherein the treatment material comprises: moving a scaffold, a steel springboard, a steel wire brush, an ink fountain, an iron shovel, wet cloth and a kneading tool;
s2, supporting the supporting legs of the movable scaffold by adopting wood plates to provide a bridge gap processing working platform;
s3, cleaning exposed mortar and sundries in the range of the gap adhered by the shovel and the steel brush, and wetting and scrubbing dust in the range of the gap adhered by the wet cloth;
s4, popping the sticking edge line at the sticking position at the bottom of the board by adopting the ink fountain, sticking a waterproof coiled material glue layer at the sticking position, and cutting the redundant waterproof coiled material glue layer;
s5 performing a kneading process at the pasting position using the kneading tool.
Further, the processing material in S1 further includes scissors, and the waterproof roll glue layer is cut by using the scissors.
Further, the erection length of the mobile scaffold in S2 is erected according to the length of the steel gangway.
Further, the size of the pasting range is 10cm-12 cm.
Furthermore, the waterproof coiled material glue layer is a butyl waterproof coiled material glue layer.
Further, the kneading tool in S5 includes a rubber roller mounted on a hand lever.
Compared with the prior art, the processing method for the gap at the bottom of the bridge hollow slab provided by the application has the following beneficial effects:
1. the working platform is set up in the processing method provided by the invention, so that the safety coefficient of work is improved, and the probability of safety accidents is reduced.
2. The processing method provided by the invention is simple and has good effect, and when the gap is processed, the gap processing area which can be prepared by determining the pasting position in advance is determined, so that not only is the material saved, but also the processing position is more accurate.
3. The treatment method provided by the invention adopts the method of sticking the butyl waterproof roll to stick, the butyl waterproof roll is firmly stuck with the surface of the concrete, the color of the butyl waterproof roll is similar to that of the concrete, the butyl waterproof roll is shiny, and the attractiveness is increased after the butyl waterproof roll is stuck. Meanwhile, the method is simple to operate and high in efficiency, the working procedures of construction, maintenance and the like are reduced, and the construction cost is greatly reduced.
4. The processing method provided by the invention is used for kneading and pressing, so that the glue layer of the waterproof roll is more firmly and compactly adhered, and the durability of use is higher.
Drawings
In order to more clearly explain the technical solution of the present application, the drawings needed to be used in the embodiments are briefly described below, and it is obvious to those skilled in the art that other drawings can be obtained according to the drawings without making any inventive changes.
Fig. 1 is a schematic structural view of a kneading tool according to an embodiment of the present invention.
In the figure: 1-rubber roller, 2-hand lever.
Detailed Description
In order to make those skilled in the art better understand the technical solutions in the present application, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the accompanying drawings, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments.
Fig. 1 is a schematic structural view of a kneading tool according to an embodiment of the present invention. The core of the application is to provide a processing method of a gap at the bottom of a bridge hollow slab, which comprises the following steps:
s1 preparing treatment materials required by construction, wherein the treatment materials comprise: moving a scaffold, a steel springboard, a steel wire brush, an ink fountain, an iron shovel, wet cloth and a kneading tool;
s2, supporting the supporting legs of the movable scaffold by adopting wood plates to provide a bridge gap processing working platform;
s3, cleaning exposed mortar and sundries in the adhering range of the gap by using a shovel and a steel wire brush, and wetting and scrubbing dust in the adhering range by using wet cloth;
s4, popping the sticking edge line at the sticking position at the bottom of the board by adopting an ink fountain, sticking a waterproof coiled material glue layer at the sticking position, and cutting the redundant waterproof coiled material glue layer;
s5 kneading processing is performed at the pasting position using a kneading tool.
Specifically, the treatment material required for construction in S1 is prepared, and the treatment material includes: the device comprises a movable scaffold, a steel springboard, a steel wire brush, an ink fountain, an iron shovel, wet cloth and a kneading and pressing tool. Wherein the movable scaffold is used for building a working platform and operating thereon. The use of the steel gangplank enables the steel pipes for building the scaffold to be properly reduced, and the building efficiency can be improved. The steel wire brush and the shovel can clean exposed mortar, sundries, concrete blocks and the like on the pasting surface, so that the pasting surface is cleaner and the pasting effect is better. In order to facilitate later construction, the processing material in S1 further includes scissors, and the waterproof roll glue layer is cut by using the scissors.
Specifically, in S2, the support legs of the movable scaffold are supported and cushioned by wood boards, so that a bridge gap processing working platform is provided; the use of plank can make the removal scaffold frame steady more at the during operation. Further, the erection length of the mobile scaffold in S2 is erected according to the length of the steel ramp.
Specifically, in S3, a shovel or a wire brush is used to clean mortar and foreign matter exposed in the range of the gap, and wet cloth is used to wet and scrub dust in the range of the gap. The area in the pasting range after cleaning is more convenient to paste, and the effect after gap processing is better. Considering the adaptation to the size of the gap, further, the size of the pasting range is 10cm-12 cm. Wherein the size of the pasting range can be 11 cm.
Specifically, at S4, the ink fountain is used to pop the adhering edge line out of the adhering position at the bottom of the board, the glue layer of the waterproof roll is adhered at the adhering position, and the excess glue layer of the waterproof roll is cut. The line type of pasting is more pleasing to the eye, and the position is more accurate after bullet line processing. The efficiency of constructor carrying out gap processing operation is higher. Meanwhile, compared with a concrete mortar treatment mode, the adhesive layer of the adhered waterproof coiled material is more convenient to construct, and working procedures such as construction and maintenance are not needed, so that the construction cost is greatly reduced, and the construction time is saved. In order to achieve better pasting effect, the glue layer of the waterproof roll is a butyl glue layer of the waterproof roll. The butyl waterproof coiled material glue layer is similar to the double faced adhesive tape, the color of the butyl waterproof coiled material glue layer is similar to that of concrete, the butyl waterproof coiled material glue layer is shiny, and the attractiveness of the butyl waterproof coiled material glue layer after being pasted is high. And the adhesive is firmly adhered to the concrete surface.
Specifically, at S5, the kneading process is performed at the pasting position using the kneading tool. The gap treatment effect after kneading and pressing treatment is better, so that the glue layer of the waterproof coiled material is more closely and firmly adhered to the hollow plate. As shown in fig. 1, further, the kneading tool in S5 includes a rubber roller 1, and the rubber roller 1 is mounted on the hand lever 2. The rubber roller 1 is made of rubber material, and is more convenient for kneading operation.
In the description of the present invention, it should also be noted that, unless otherwise explicitly specified or limited, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Other embodiments of the present application will be apparent to those skilled in the art from consideration of the specification and practice of the application disclosed herein. This application is intended to cover any variations, uses, or adaptations of the invention following, in general, the principles of the application and including such departures from the present disclosure as come within known or customary practice in the art to which the invention pertains. It is intended that the specification and examples be considered as exemplary only, with a true scope of the disclosure being indicated by the following claims.
It will be understood that the present application is not limited to the precise arrangements described above and shown in the drawings and that various modifications and changes may be made without departing from the scope thereof. The above-described embodiments of the present application do not limit the scope of the present application.

Claims (6)

1. A method for processing a gap at the bottom of a bridge hollow slab is characterized by comprising the following steps:
s1 preparing a treatment material required by construction, wherein the treatment material comprises: moving a scaffold, a steel springboard, a steel wire brush, an ink fountain, an iron shovel, wet cloth and a kneading tool;
s2, supporting the supporting legs of the movable scaffold by adopting wood plates to provide a bridge gap processing working platform;
s3, cleaning exposed mortar and sundries in the range of the gap adhered by the shovel and the steel brush, and wetting and scrubbing dust in the range of the gap adhered by the wet cloth;
s4, popping the sticking edge line at the sticking position at the bottom of the board by adopting the ink fountain, sticking a waterproof coiled material glue layer at the sticking position, and cutting the redundant waterproof coiled material glue layer;
s5 performing a kneading process at the pasting position using the kneading tool.
2. The method for processing the bottom gap of the hollow slab of the bridge as claimed in claim 1, wherein the processing material in S1 further comprises scissors, and the scissors are used to cut the glue layer of the waterproof coiled material.
3. The method as claimed in claim 1, wherein the erection length of the mobile scaffold at S2 is determined according to the length of the steel gangboard.
4. The method for processing the bottom gap of the bridge hollow slab as claimed in claim 1, wherein the size of the pasting range is 10cm-12 cm.
5. The method for processing the bottom gap of the hollow slab of the bridge as claimed in claim 1, wherein the glue layer of the waterproof roll is a glue layer of butyl waterproof roll.
6. The method as claimed in claim 1, wherein the pressing tool in S5 comprises a rubber roller mounted on a hand lever.
CN202110315946.7A 2021-03-24 2021-03-24 Method for treating gap at bottom of bridge hollow slab Pending CN113512941A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202110315946.7A CN113512941A (en) 2021-03-24 2021-03-24 Method for treating gap at bottom of bridge hollow slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202110315946.7A CN113512941A (en) 2021-03-24 2021-03-24 Method for treating gap at bottom of bridge hollow slab

Publications (1)

Publication Number Publication Date
CN113512941A true CN113512941A (en) 2021-10-19

Family

ID=78062035

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202110315946.7A Pending CN113512941A (en) 2021-03-24 2021-03-24 Method for treating gap at bottom of bridge hollow slab

Country Status (1)

Country Link
CN (1) CN113512941A (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2242399A (en) * 1994-09-16 1999-07-22 Bridge & Marine Engineering Pty Ltd Bridge structure
CN202247710U (en) * 2011-09-06 2012-05-30 湖南固特邦土木技术发展有限公司 Structure for enhancing horizontal linkage of existing bridge hollow slabs without interrupting traffic
CN105113430A (en) * 2015-09-17 2015-12-02 四川成都绕城(东段)高速公路有限责任公司 Maintenance and reinforcement method for hinge joints of simply supported slabs and beams
CN111622132A (en) * 2020-05-08 2020-09-04 中铁大桥局集团有限公司 Reinforcing method of hollow slab beam bridge
CN111877163A (en) * 2020-07-01 2020-11-03 中交第一航务工程局有限公司 Reaming seam construction die pasting process for hollow slab beam

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2242399A (en) * 1994-09-16 1999-07-22 Bridge & Marine Engineering Pty Ltd Bridge structure
CN202247710U (en) * 2011-09-06 2012-05-30 湖南固特邦土木技术发展有限公司 Structure for enhancing horizontal linkage of existing bridge hollow slabs without interrupting traffic
CN105113430A (en) * 2015-09-17 2015-12-02 四川成都绕城(东段)高速公路有限责任公司 Maintenance and reinforcement method for hinge joints of simply supported slabs and beams
CN111622132A (en) * 2020-05-08 2020-09-04 中铁大桥局集团有限公司 Reinforcing method of hollow slab beam bridge
CN111877163A (en) * 2020-07-01 2020-11-03 中交第一航务工程局有限公司 Reaming seam construction die pasting process for hollow slab beam

Similar Documents

Publication Publication Date Title
CN109986687A (en) The production technology of the prefabricated concrete panel containing rough surface
CN104234413B (en) A kind of production method of Ascast finish concrete template with wood grain
CN102587681A (en) Building reinforced structure and reinforcing method
CN114135068A (en) Construction process of plastering mortar
CN113512941A (en) Method for treating gap at bottom of bridge hollow slab
CN209568594U (en) A kind of assembling type steel structure floor ceiling
CN210164074U (en) PTB (polystyrene board) mortar filling assembled type one-way superimposed sheet bottom close-joint structure
CN103741607A (en) Method for reinforcing railway frame-shaped bridge and reinforced railway frame-shaped bridge
CN214237618U (en) Strip plate cleaning device of wood machine
JP5906081B2 (en) Removal method of organic material finishing material
JPH10246000A (en) Method for reinforcing structure
CN109779251B (en) Method for preventing slurry leakage by using degradable plastic film
CN113062479A (en) Grout seam plugging device of prefabricated assembled structure
CN110130643B (en) Construction process for plastic and flax ground
CN206396604U (en) A kind of construction tool for being used to paste floor tile
JP2578703Y2 (en) Joint finishing equipment for tile panels
CN203821252U (en) Railway frame-shaped bridge
CN210605364U (en) Ribbing reinforced scraper
CN218374959U (en) Fitment ground protection device
CN211772880U (en) Cast-in-situ box girder template connecting mechanism
CN214246633U (en) Super-retarding coiled material
CN217802272U (en) Cement board is retrieved processing and is used floating device
CN215668900U (en) Concrete tectorial membrane device
CN212956175U (en) Reinforcing structure of pedestrian bridge
CN216893333U (en) Wall and floor brick and stone standard rapid energy-saving gluing support

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: 20211019

RJ01 Rejection of invention patent application after publication