CN110387821A - Bridge beam slab lifts spacer bar accurate placement technology - Google Patents

Bridge beam slab lifts spacer bar accurate placement technology Download PDF

Info

Publication number
CN110387821A
CN110387821A CN201810364243.1A CN201810364243A CN110387821A CN 110387821 A CN110387821 A CN 110387821A CN 201810364243 A CN201810364243 A CN 201810364243A CN 110387821 A CN110387821 A CN 110387821A
Authority
CN
China
Prior art keywords
drum
spacer bar
accurate placement
placement technology
technology
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
CN201810364243.1A
Other languages
Chinese (zh)
Inventor
田春峰
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.)
DONGHONG CONSTRUCTION Co Ltd
Original Assignee
DONGHONG 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 DONGHONG CONSTRUCTION Co Ltd filed Critical DONGHONG CONSTRUCTION Co Ltd
Priority to CN201810364243.1A priority Critical patent/CN110387821A/en
Publication of CN110387821A publication Critical patent/CN110387821A/en
Pending legal-status Critical Current

Links

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

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The invention discloses a kind of bridge beam slabs to lift spacer bar accurate placement technology, including spacer bar, drum, and the drum is hollow barrel, and the drum does not include top and bottom;The spacer bar accurate placement technology is the following steps are included: S1: drum being placed at position fixed required for spacer bar;S2: the casting concrete in drum pours and fills up drum;S3: filling up drum to concrete, reinforcing bar be inserted into the concrete of drum rapidly, and the reinforcing bar insertion position is required pinpoint position;This technology pours the technology for accurately installing spacer bar afterwards, spacer bar effectively can accurately be arranged, can smoothly lift and install beam slab using embedded sleeve barrel positioning when pouring.

Description

Bridge beam slab lifts spacer bar accurate placement technology
Technical field
The invention belongs to science of bridge building fields more particularly to bridge beam slab to lift spacer bar accurate placement technology.
Background technique
Traditional beam slab spacer bar is welded on steel mesh before pouring cushion cap and bent cap, due to the meeting in casting process Deviation occurs, reinforcing bar and beam slab position when lifting is caused to be collided.It is positioned using embedded sleeve barrel when pouring, it is fixed accurately to install after pouring The technology of position reinforcing bar, effectively can accurately be arranged spacer bar, install beam slab smoothly to lift.
Application No. is CN201621299559.X, the applyings date are as follows: 20161130, a kind of title are as follows: bridge beam slab lifting Spacer bar accurate placement technology.Whether the accuracy of spacer bar position, beam slab can be allowed in hoisting process by being related to beam slab Installation is gone on smoothly.It can be seen that spacer bar positioning action in science of bridge building is critically important, position cheaply can largely influence The quality and safety of science of bridge building.
Summary of the invention
It is an object of the present invention to overcome the above-mentioned drawbacks of the prior art and provide a kind of bridge beam slabs to lift Spacer bar accurate placement technology.
Purpose of the invention can be achieved through the following technical solutions:
A kind of bridge beam slab lifts spacer bar accurate placement technology, including spacer bar 1, drum 2, the drum 2 are Hollow barrel, the drum 2 does not include top and bottom;
The spacer bar accurate placement technology the following steps are included:
S1: drum 2 is placed at position fixed required for spacer bar;
S2: the casting concrete in drum 2 pours and fills up drum 2;
S3: filling up drum 2 to concrete, and reinforcing bar 1 is inserted into the concrete of drum 2 rapidly, and the reinforcing bar 1 is inserted into position Pinpoint position required for being set to.
Preferably, the drum 2 is steel cylinder.
Preferably, 2 internal diameter of drum is 5 centimetres.
Preferably, the 2 ladle body height of drum is 15 centimetres.
Preferably, the depth that the reinforcing bar 1 is inserted into drum 2 is not less than 2/3rds of ladle body height.
Beneficial effects of the present invention:
It is positioned using embedded sleeve barrel when pouring, pours the technology for accurately installing spacer bar afterwards, effectively can be accurately arranged Spacer bar is not in that deviation can occur in casting process, causes reinforcing bar and beam slab position when lifting to be collided, can smoothly hang Dress installs beam slab.
Detailed description of the invention
Fig. 1 is the structural schematic diagram that bridge beam slab lifts spacer bar accurate placement technology.
In figure: 1- spacer bar;2- drum.
Specific embodiment
In conjunction with shown in attached drawing, technical solution of the present invention is further described:
A kind of bridge beam slab lifts spacer bar accurate placement technology, including spacer bar 1, drum 2, the drum 2 are Hollow barrel, the drum 2 does not include top and bottom;
The spacer bar accurate placement technology the following steps are included:
S1: drum 2 is placed at position fixed required for spacer bar;
S2: the casting concrete in drum 2 pours and fills up drum 2;
S3: filling up drum 2 to concrete, and reinforcing bar 1 is inserted into the concrete of drum 2 rapidly, and the reinforcing bar 1 is inserted into position Pinpoint position required for being set to.
In the present embodiment, preferred selection 2 internal diameter of drum is 5-10 centimetres, and 2 ladle body height of drum is 15 centimetres, states reinforcing bar The depth of 1 insertion drum 2 is not less than ladle body height.
In the present embodiment, preferred selection reinforcing bar length is 25-30 centimetres.
Finally, it should be noted that the above embodiments are only used to illustrate and not limit the technical solutions of the present invention, although reference Above-described embodiment describes the invention in detail, those skilled in the art should understand that: it still can be to this hair Bright to be modified or replaced equivalently, without departing from the spirit and scope of the present invention, and appended claims are intended to fall into These modifications or equivalent replacement in spirit and scope of the invention.

Claims (5)

1. a kind of bridge beam slab lifts spacer bar accurate placement technology, it is characterised in that: including spacer bar (1), drum (2), the drum (2) is hollow barrel, and the drum (2) does not include top and bottom;
The spacer bar accurate placement technology the following steps are included:
S1: drum (2) is placed at position fixed required for spacer bar;
S2: it toward drum (2) interior casting concrete, pours and fills up drum (2);
S3: filling up drum (2) to concrete, reinforcing bar (1) be inserted into the concrete of drum (2) rapidly, and the reinforcing bar (1) is inserted Entering position is required pinpoint position.
2. spacer bar accurate placement technology as described in claim 1, it is characterised in that: the drum (2) is steel cylinder.
3. spacer bar accurate placement technology as described in claim 1, it is characterised in that: drum (2) internal diameter is 5 lis Rice.
4. spacer bar accurate placement technology as described in claim 1, it is characterised in that: drum (2) the ladle body height is 15 centimetres.
5. spacer bar accurate placement technology as described in claim 1, it is characterised in that: the reinforcing bar (1) is inserted into drum (2) Depth be not less than ladle body height 2/3rds.
CN201810364243.1A 2018-04-23 2018-04-23 Bridge beam slab lifts spacer bar accurate placement technology Pending CN110387821A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810364243.1A CN110387821A (en) 2018-04-23 2018-04-23 Bridge beam slab lifts spacer bar accurate placement technology

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810364243.1A CN110387821A (en) 2018-04-23 2018-04-23 Bridge beam slab lifts spacer bar accurate placement technology

Publications (1)

Publication Number Publication Date
CN110387821A true CN110387821A (en) 2019-10-29

Family

ID=68284466

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810364243.1A Pending CN110387821A (en) 2018-04-23 2018-04-23 Bridge beam slab lifts spacer bar accurate placement technology

Country Status (1)

Country Link
CN (1) CN110387821A (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3729218A (en) * 1967-12-06 1973-04-24 S Gutmann Butt joining of steel bars and connection assembly therefor
CN105696801A (en) * 2016-02-02 2016-06-22 江苏建筑职业技术学院 Accurate positioning device for hoisting of prefabricated part
CN205347997U (en) * 2015-12-07 2016-06-29 中铁大桥局上海工程有限公司 Bridge
CN206941372U (en) * 2017-06-26 2018-01-30 天津大学 Concrete-filled steel tube with dumbbell sections assembled pier and the attachment structure with cushion cap
CN107859248A (en) * 2017-11-02 2018-03-30 湖南大学 A kind of prefabricated concrete structure jointing and connection method

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3729218A (en) * 1967-12-06 1973-04-24 S Gutmann Butt joining of steel bars and connection assembly therefor
CN205347997U (en) * 2015-12-07 2016-06-29 中铁大桥局上海工程有限公司 Bridge
CN105696801A (en) * 2016-02-02 2016-06-22 江苏建筑职业技术学院 Accurate positioning device for hoisting of prefabricated part
CN206941372U (en) * 2017-06-26 2018-01-30 天津大学 Concrete-filled steel tube with dumbbell sections assembled pier and the attachment structure with cushion cap
CN107859248A (en) * 2017-11-02 2018-03-30 湖南大学 A kind of prefabricated concrete structure jointing and connection method

Similar Documents

Publication Publication Date Title
CN109208921A (en) The localization method of building element assembled sleeve embedded bar
CN209665710U (en) It is a kind of for making the formwork structure of prefabricated stand column
CN110172912A (en) A kind of solid pier capping beam processing construction method
CN212427082U (en) Precast tubular pile core filling and pile splicing structure of suspension tray
CN102587386B (en) Basement top-down method steel pipe column HPE hydraulic construction method
CN109162210A (en) For Bridge repair and reinforcement or widen the newly-increased pile base construction method of enlarging
CN104911999B (en) Buried anchor construction method
CN104727339B (en) Power equipment basis two-step construction method
CN110387821A (en) Bridge beam slab lifts spacer bar accurate placement technology
CN207525738U (en) The quick hangs muscle of steel reinforcement cage
CN106284428A (en) A kind of concrete column method for supporting of building structure post-cast strip
CN101250870B (en) Positioning device for filling pile reinforcement cage
CN205369937U (en) Floor concrete casting thickness controller
CN106088924A (en) A kind of prefabricated window and installation method of wafing of modified model
CN206815854U (en) A kind of Height marker for improving the smooth thickness construction first-time qualification rate of cast-in-situ floor
CN203795865U (en) Lifting tumbling barrel for super-high concrete casting
CN207314860U (en) Adjustable concrete placement device
CN207392758U (en) Concrete casting device
CN206591641U (en) A kind of fixing device of concrete column joint steel pipe post
CN103266769B (en) A kind of construction method of spherical vault lid
CN209703837U (en) A kind of silo steel bar protective layer position limiting device
CN107227751A (en) A kind of concrete thin-wall wall and bottom plate formed by integrally casting device and method
CN207268048U (en) A kind of bar reinforcement positioning device
CN103161311A (en) Construction method for transverse penetration of long-diameter reinforced concrete pipeline through bridge abutment
CN201169768Y (en) Positioning device for filling pile reinforcing cage

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: 20191029

RJ01 Rejection of invention patent application after publication