CN106284403A - The construction method of reserving hole - Google Patents

The construction method of reserving hole Download PDF

Info

Publication number
CN106284403A
CN106284403A CN201610657076.0A CN201610657076A CN106284403A CN 106284403 A CN106284403 A CN 106284403A CN 201610657076 A CN201610657076 A CN 201610657076A CN 106284403 A CN106284403 A CN 106284403A
Authority
CN
China
Prior art keywords
box body
screw rod
reserving hole
template
buried box
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
CN201610657076.0A
Other languages
Chinese (zh)
Inventor
王代发
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.)
China 22MCC Group Corp Ltd
Original Assignee
China 22MCC 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 China 22MCC Group Corp Ltd filed Critical China 22MCC Group Corp Ltd
Priority to CN201610657076.0A priority Critical patent/CN106284403A/en
Publication of CN106284403A publication Critical patent/CN106284403A/en
Pending legal-status Critical Current

Links

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
    • 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
    • E04G15/00Forms or shutterings for making openings, cavities, slits, or channels
    • E04G15/06Forms or shutterings for making openings, cavities, slits, or channels for cavities or channels in walls of floors, e.g. for making chimneys

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The present invention relates to the construction method of a kind of reserving hole, comprise the steps: to hole in pre-buried box body bottom centre;Position bushing plate reserving hole centre bore corresponding with reserving hole center in template;Template is placed pre-buried box body;Being inserted in embedded box body by screw rod upper end reserving hole centre bore below template, screw rod upper end is stretched out from pre-buried box body opening;Pre-buried box body opening is provided with fixed plate, and fixed plate is provided with installing hole;Screw rod upper end is connected with pre-buried box body with upper fixing nut by fixed plate;Screw rod lower end is connected with template with lower fixing nut by backing plate.The construction method of reserving hole of the present invention, the apparatus structure of employing is simple, easy to operate, improves efficiency of construction, it is ensured that construction precision, reduces construction cost.

Description

The construction method of reserving hole
Technical field
The present invention relates to a kind of construction techniques, specifically, relate to the construction method of a kind of reserving hole.
Background technology
On China Democratic National Construction Association's high level floor or in other metallurgical equipment foundation construction, need reserved various holes, it is simple to various Pipeline, Pipeline Crossing Program.It is to put hole box body, surrounding flitch or steel in advance well in reserving hole position according to common practice The materials such as muscle carry out reinforcing location, prevent skew.
The construction method of existing reserving hole, efficiency of construction is low, and labor strength is big, and the position of reserving hole is difficult to Ensure.
Summary of the invention
For above-mentioned deficiency of the prior art, the present invention provides a kind of simple in construction, easy to operate, improves construction precision The construction method of reserving hole.
The technical solution used in the present invention is:
The construction method of a kind of reserving hole, comprises the steps:
Hole in pre-buried box body bottom centre;
Position bushing plate reserving hole centre bore corresponding with reserving hole center in template;
Template is placed pre-buried box body;
Being inserted in embedded box body by screw rod upper end reserving hole centre bore below template, screw rod upper end is from pre-buried box opening End stretches out;
Pre-buried box body opening is provided with fixed plate, and fixed plate is provided with installing hole;
Screw rod upper end is connected with pre-buried box body with upper fixing nut by fixed plate;
Screw rod lower end is connected with template with lower fixing nut by backing plate;
After concreting, upper fixing nut is disassembled from screw rod end, under then screw rod being dismantled from template ?.
It is provided with backing plate between fixed plate and upper fixing nut.
The beneficial effect of hinge structure of the present invention:
The construction method of reserving hole of the present invention, the apparatus structure of employing is simple, easy to operate, reduces labor strength, carries High efficiency of construction, it is ensured that construction precision, reduces construction cost.
Accompanying drawing explanation
The structural representation of the construction method of Fig. 1 reserving hole of the present invention.
Critical piece symbol description in accompanying drawing:
In figure:
1, pre-buried box body 2, template
3, screw rod 4, fixed plate
5, upper fixing nut 6, backing plate
7, lower fixing nut 8, floor construction layer
9, reinforcing bar.
Detailed description of the invention
Referring to the drawings and embodiment the present invention will be described in detail:
Accompanying drawing 1 understands, and the construction method of a kind of reserving hole comprises the steps:
Hole in pre-buried box body 1 bottom centre;
Position bushing plate reserving hole centre bore corresponding with reserving hole center in template 2;
Template 2 is placed pre-buried box body 1;
Being inserted in pre-buried box body 1 by screw rod 3 upper end reserving hole centre bore below template 2, screw rod 3 upper end is from pre-buried box body 1 opening stretches out;
Pre-buried box body 1 opening is provided with fixed plate 4, and fixed plate 4 is provided with installing hole;
Screw rod 3 upper end is connected with pre-buried box body 1 with upper fixing nut 5 by fixed plate 4;
Screw rod 3 lower end is connected with template 2 with lower fixing nut 7 by backing plate 6;
After concreting, upper fixing nut 5 is disassembled from screw rod 3 end, then screw rod 3 is torn open from template 2 Unload down.
It is provided with backing plate between fixed plate and upper fixing nut.
The construction method of reserving hole of the present invention, the apparatus structure of employing is simple, easy to operate, improves efficiency of construction, protects Card construction precision, reduces construction cost.
The construction method of reserving hole of the present invention, it is adaptable to each shape preformed hole construction.
The above, be only presently preferred embodiments of the present invention, and not the structure to the present invention is made any pro forma Limit.Every any simple modification, equivalent variations and modification above example made according to the technical spirit of the present invention, all In the range of belonging to technical scheme.

Claims (2)

1. the construction method of a reserving hole, it is characterised in that comprise the steps:
Hole in pre-buried box body bottom centre;
Position bushing plate reserving hole centre bore corresponding with reserving hole center in template;
Template is placed pre-buried box body;
Being inserted in embedded box body by screw rod upper end reserving hole centre bore below template, screw rod upper end is from pre-buried box opening End stretches out;
Pre-buried box body opening is provided with fixed plate, and fixed plate is provided with installing hole;
Screw rod upper end is connected with pre-buried box body with upper fixing nut by fixed plate;
Screw rod lower end is connected with template with lower fixing nut by backing plate;
After concreting, upper fixing nut is disassembled from screw rod end, under then screw rod being dismantled from template ?.
The construction method of reserving hole the most according to claim 1, it is characterised in that set between fixed plate and upper fixing nut It is equipped with backing plate.
CN201610657076.0A 2016-08-12 2016-08-12 The construction method of reserving hole Pending CN106284403A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610657076.0A CN106284403A (en) 2016-08-12 2016-08-12 The construction method of reserving hole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610657076.0A CN106284403A (en) 2016-08-12 2016-08-12 The construction method of reserving hole

Publications (1)

Publication Number Publication Date
CN106284403A true CN106284403A (en) 2017-01-04

Family

ID=57669485

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610657076.0A Pending CN106284403A (en) 2016-08-12 2016-08-12 The construction method of reserving hole

Country Status (1)

Country Link
CN (1) CN106284403A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107268989A (en) * 2017-06-21 2017-10-20 中国航天建设集团有限公司 Pipeline wears beam casing pipe construction method of installation
CN109457617A (en) * 2018-11-01 2019-03-12 南京工业大学 Spiral concrete preformed hole device and preformed hole production method
CN110863598A (en) * 2019-11-15 2020-03-06 中国十七冶集团有限公司 Construction method for cast-in-situ floor slab construction hole

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100679057B1 (en) * 2004-09-20 2007-02-06 이정희 A construction equipment and a method for forming concrete building
CN201056841Y (en) * 2007-07-23 2008-05-07 江苏省建工集团有限公司 Shaping device for pre-opened hole of cast-in-situ reinforced concrete plate
CN201377178Y (en) * 2009-03-06 2010-01-06 铁法煤业集团建设工程有限责任公司 Reinforced concrete floor preformed hole mould
CN102121315A (en) * 2011-01-07 2011-07-13 中建五局第三建设有限公司 Hole reserving construction method for tightly-fixed steel sleeve
CN203795854U (en) * 2014-04-25 2014-08-27 江苏建筑职业技术学院 Preformed hole formwork fixing device for bare concrete floor
CN204098489U (en) * 2014-11-03 2015-01-14 中建七局(上海)有限公司 A kind of mould making concrete floorslab preformed hole

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100679057B1 (en) * 2004-09-20 2007-02-06 이정희 A construction equipment and a method for forming concrete building
CN201056841Y (en) * 2007-07-23 2008-05-07 江苏省建工集团有限公司 Shaping device for pre-opened hole of cast-in-situ reinforced concrete plate
CN201377178Y (en) * 2009-03-06 2010-01-06 铁法煤业集团建设工程有限责任公司 Reinforced concrete floor preformed hole mould
CN102121315A (en) * 2011-01-07 2011-07-13 中建五局第三建设有限公司 Hole reserving construction method for tightly-fixed steel sleeve
CN203795854U (en) * 2014-04-25 2014-08-27 江苏建筑职业技术学院 Preformed hole formwork fixing device for bare concrete floor
CN204098489U (en) * 2014-11-03 2015-01-14 中建七局(上海)有限公司 A kind of mould making concrete floorslab preformed hole

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107268989A (en) * 2017-06-21 2017-10-20 中国航天建设集团有限公司 Pipeline wears beam casing pipe construction method of installation
CN109457617A (en) * 2018-11-01 2019-03-12 南京工业大学 Spiral concrete preformed hole device and preformed hole production method
CN109457617B (en) * 2018-11-01 2024-04-12 南京工业大学 Spiral concrete preformed hole device and preformed hole manufacturing method
CN110863598A (en) * 2019-11-15 2020-03-06 中国十七冶集团有限公司 Construction method for cast-in-situ floor slab construction hole

Similar Documents

Publication Publication Date Title
CN106284403A (en) The construction method of reserving hole
CN203296175U (en) Rectangular steel pipe column assembly type column foot
CN206396913U (en) A kind of built-in fitting positioning and mounting structure
CN104452758B (en) A kind of drop-down rotation anchor device of suction penetrated and construction method thereof
CN204212408U (en) A kind of hole to be provided filling-up hole template
CN205676895U (en) A kind of slow pool deepwater foundation construction Large-diameter Steel casing leading truck
CN203583514U (en) Pre-buried structure of ultra-deep foundation bolt
CN204370464U (en) Foundation bolt positioning device
CN103835498A (en) Steel wedge hang mould convenient to demount
CN204023791U (en) Embedding anchor bolts device
CN204940304U (en) A kind of odd-shaped cross section foundation pit supporting pile
CN204690961U (en) Building positioning support
CN206267536U (en) A kind of steel column material distributing machine
CN203795854U (en) Preformed hole formwork fixing device for bare concrete floor
CN207003245U (en) A kind of bridge fence-slab fixing device
CN202401579U (en) Constructional laminated rubber shock-insulation support base connection device with positioning board
CN207197916U (en) A kind of portable fixed end constrained test pedestal
CN207268048U (en) A kind of bar reinforcement positioning device
CN206707085U (en) One kind building floor support plate
CN205739905U (en) A kind of guide rail bracket of elevator
CN207160048U (en) A kind of main transformer of transformer substation foundation structure
CN205918142U (en) Aligning device is assembled to shear force wall
CN205857793U (en) A kind of bottom provisions for grouting for increasing slab thickness
CN205637576U (en) Boundary beam side form board reinforcing apparatus
CN204571474U (en) A kind of municipal engineering fence railing

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20170104