CN107780432A - Improve the construction method of the medium-and-large-sized installation of embedded parts precision of Equipment Foundations - Google Patents

Improve the construction method of the medium-and-large-sized installation of embedded parts precision of Equipment Foundations Download PDF

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Publication number
CN107780432A
CN107780432A CN201610733297.1A CN201610733297A CN107780432A CN 107780432 A CN107780432 A CN 107780432A CN 201610733297 A CN201610733297 A CN 201610733297A CN 107780432 A CN107780432 A CN 107780432A
Authority
CN
China
Prior art keywords
iron parts
embedded iron
formwork
placing
embedded
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
CN201610733297.1A
Other languages
Chinese (zh)
Inventor
王鹏
王广湘
赖小波
徐国峰
杨华
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.)
Shanghai Baoye Group Corp Ltd
Original Assignee
Shanghai Baoye Group Corp 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 Shanghai Baoye Group Corp Ltd filed Critical Shanghai Baoye Group Corp Ltd
Priority to CN201610733297.1A priority Critical patent/CN107780432A/en
Publication of CN107780432A publication Critical patent/CN107780432A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/44Foundations for machines, engines or ordnance

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The present invention is specifically a kind of construction method for improving the medium-and-large-sized installation of embedded parts precision of Equipment Foundations;It is characterized in that:The back i.e. outside for being included in embedded iron parts sets Screw arbor with nut at both-ends;Embedded iron parts and the tie with reinforcing bar on basis are fixed;Position adjustment is carried out to embedded iron parts;Set up formwork for placing and Screw arbor with nut at both-ends component is set, formwork for placing corresponds to the position of standing screw on embedded iron parts and is provided with through hole, and when formwork for placing is installed, the fixing bolt of embedded iron parts passes from the through hole on formwork for placing, and drawing is tightened;Into formwork for placing during casting concrete, avoid concrete from directly impacting built-in fitting, during concrete vibrating, avoid vibrating head from directly being contacted with embedded iron parts.This construction method solve thes problems, such as large-scale embedded iron parts off normal, hollowing, unmanageable alignment error, and installs condition of providing convenience for later process.

Description

Improve the construction method of the medium-and-large-sized installation of embedded parts precision of Equipment Foundations
Technical field
The present invention relates to the installing area of Equipment Foundations, is specifically a kind of medium-and-large-sized installation of embedded parts essence of raising Equipment Foundations The construction method of degree.
Background technology
Typically pass through reinforcing bar(Directly welding or iron wire colligation are on main reinforcement skeleton and template)To position embedded iron parts, but It is for the bigger embedded iron parts of appearance and size(As length or width are more than 500mm), due to the fixation side of colligation or welding Formula is not firm and impact during casting concrete, finds that the positioning precision of embedded iron parts is overproof tight after frequently can lead to form removal Weight, shadow is so as to sound concrete structure presentation quality and later process(Such as support of pipelines, cable testing bridge)Installation quality.
The content of the invention
It is an object of the present invention to provide a kind of high-precision installation of embedded parts method, such a installation method are especially suitable In the installation of large-scale built-in fitting.
In order to achieve the above object, the present invention is realized in:
A kind of construction method for improving the medium-and-large-sized installation of embedded parts precision of Equipment Foundations, including
Step 1, by drawing making embedded iron parts, be that outside sets standing screw at the back of embedded iron parts;
Step 2, according to the status requirement of embedded iron parts in drawing by step 1 embedded iron parts temporarily with basis framework of steel reinforcement Banding fixed;
Step 3, as the status requirement in chromosome paper to described in step 2 embedded iron parts carry out position adjustment;
Step 4, set up formwork for placing on the outside of the framework of steel reinforcement of Equipment Foundations and Screw arbor with nut at both-ends component is set, formwork for placing corresponds to The position of standing screw is provided with through hole on embedded iron parts;
Step 5, the standing screw on embedded iron parts passed from the through hole on formwork for placing;
Step 6, to the standing screw end set fixing nut through formwork for placing;
Step 7, the casting concrete into formwork for placing, during casting concrete, concrete slurry is avoided directly to impact built-in fitting, together When vibrating, avoid vibrating head from directly being contacted with embedded iron parts.
This construction method fixes large-scale embedded iron parts, rubber tradition embedded iron parts and basis with stable template system For the mode that tie with reinforcing bar is fixed, the fixed effect of embedded iron parts is more preferably and efficiency of construction is higher;And this construction party Method solve thes problems, such as large-scale embedded iron parts off normal, hollowing, unmanageable alignment error, at the same reduce the later stage repair into This, improves concrete structure presentation quality, and install condition of providing convenience for later process.
Brief description of the drawings
Fig. 1 is the step schematic diagram of this construction method.
Fig. 2 is using the embedded part structure schematic diagram after this construction method.
Embodiment
The present invention is further illustrated below by way of specific embodiment.
As shown in Figure 1 and Figure 2, a kind of construction method for improving the medium-and-large-sized installation of embedded parts precision of Equipment Foundations, including
Step 1, by drawing making embedded iron parts 1, be that outside sets standing screw 2 at the back of embedded iron parts 1;
Step 2, according to the status requirement of embedded iron parts in drawing 1 by step 1 embedded iron parts 1 temporarily with basis reinforcing bar The banding fixed of frame 3;
Step 3, as the status requirement in chromosome paper to embedded iron parts described in step 21 carry out position adjustment;
Step 4, set up formwork for placing 4 in the outside of framework of steel reinforcement 3 of Equipment Foundations and Screw arbor with nut at both-ends component 5 is set, formwork for placing 4 The position of standing screw 2 is provided with through hole on corresponding embedded iron parts 1;
Step 5, on embedded iron parts 1 standing screw 2 passed from the through hole on formwork for placing 4;
Step 6, to the end set fixing nut of standing screw 2 through formwork for placing 4;
Step 7, the casting concrete into formwork for placing, during casting concrete, concrete slurry is avoided directly to impact built-in fitting, together When vibrating, avoid vibrating head from directly being contacted with embedded iron parts.
This construction method fixes large-scale embedded iron parts, cast-in-place traditional embedded iron parts and basis with stable template system For the mode that tie with reinforcing bar is fixed, the fixed effect of embedded iron parts is more preferably and efficiency of construction is higher;And this construction party Method solve thes problems, such as large-scale embedded iron parts off normal, hollowing, unmanageable alignment error, at the same reduce the later stage repair into This, improves concrete structure presentation quality, and install condition of providing convenience for later process.

Claims (1)

1. a kind of construction method for improving the medium-and-large-sized installation of embedded parts precision of Equipment Foundations, it is characterized in that:Including
Step 1, by drawing making embedded iron parts, be that outside sets standing screw at the back of embedded iron parts;
Step 2, according to the status requirement of embedded iron parts in drawing by step 1 embedded iron parts temporarily with basis framework of steel reinforcement Banding fixed;
Step 3, as the status requirement in chromosome paper to described in step 2 embedded iron parts carry out position adjustment;
Step 4, set up formwork for placing on the outside of the framework of steel reinforcement of Equipment Foundations and Screw arbor with nut at both-ends component is set, formwork for placing corresponds to The position of standing screw is provided with through hole on embedded iron parts;
Step 5, the standing screw on embedded iron parts passed from the through hole on formwork for placing;
Step 6, to the standing screw end set fixing nut through formwork for placing;
Step 7, the casting concrete into formwork for placing, during casting concrete, concrete slurry is avoided directly to impact built-in fitting, together When vibrating, avoid vibrating head from directly being contacted with embedded iron parts.
CN201610733297.1A 2016-08-27 2016-08-27 Improve the construction method of the medium-and-large-sized installation of embedded parts precision of Equipment Foundations Pending CN107780432A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610733297.1A CN107780432A (en) 2016-08-27 2016-08-27 Improve the construction method of the medium-and-large-sized installation of embedded parts precision of Equipment Foundations

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610733297.1A CN107780432A (en) 2016-08-27 2016-08-27 Improve the construction method of the medium-and-large-sized installation of embedded parts precision of Equipment Foundations

Publications (1)

Publication Number Publication Date
CN107780432A true CN107780432A (en) 2018-03-09

Family

ID=61438608

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610733297.1A Pending CN107780432A (en) 2016-08-27 2016-08-27 Improve the construction method of the medium-and-large-sized installation of embedded parts precision of Equipment Foundations

Country Status (1)

Country Link
CN (1) CN107780432A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109779017A (en) * 2019-01-29 2019-05-21 中国五冶集团有限公司 The installation method of purlin support built-in fitting on concrete column

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101787706A (en) * 2010-03-04 2010-07-28 中冶实久建设有限公司 Construction method of installing and fixing equipment basic pre-buried iron elements

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101787706A (en) * 2010-03-04 2010-07-28 中冶实久建设有限公司 Construction method of installing and fixing equipment basic pre-buried iron elements

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109779017A (en) * 2019-01-29 2019-05-21 中国五冶集团有限公司 The installation method of purlin support built-in fitting on concrete column

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Application publication date: 20180309

RJ01 Rejection of invention patent application after publication