CN110107088A - A kind of steel sleeve Embedment Construction technique - Google Patents
A kind of steel sleeve Embedment Construction technique Download PDFInfo
- Publication number
- CN110107088A CN110107088A CN201910404850.0A CN201910404850A CN110107088A CN 110107088 A CN110107088 A CN 110107088A CN 201910404850 A CN201910404850 A CN 201910404850A CN 110107088 A CN110107088 A CN 110107088A
- Authority
- CN
- China
- Prior art keywords
- casing
- steel sleeve
- screw rod
- reinforced
- floor template
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G15/00—Forms or shutterings for making openings, cavities, slits, or channels
- E04G15/06—Forms 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)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The present invention relates to a kind of steel sleeve Embedment Construction techniques, comprising: is positioned by casing unwrapping wire, is then drilled at floor template cannula center；It puts casing well, screw rod will be reinforced and worn from inside pipe casing to floor template bottom；It carries out tightening reinforcing to screw rod is reinforced in floor template bottom；Circular casing cover board is made, then according to unwrapping wire, circular hole is bored in cover plate central, is then tightened on the cover board using nut reinforcing；After casing is installed, structure floor concrete pouring construction is carried out, the present invention accelerates construction speed, also ensures the quality requirement of casing and structure construction.
Description
Technical field
The present invention relates to technical field of building construction more particularly to a kind of steel sleeve Embedment Construction techniques.
Background technique
It periphery of spigot is utilized in the construction of flooring steel sleeve in engineering at present nails and fixed then tied up using iron wire
The fixation of the fixed method progress casing of bundle, but the method constructed using which, need iron wire to penetrate floor, and
Iron wire can not be removed at all, and steel sleeve is usually used in hoistway, toilet, kitchen, balcony etc. between boiled water room, and iron wire passes through position
The place of setting can make floor there is infiltration hidden danger, and rises repairing is difficult, therefore use this method to structurally waterproof there are badly damaged,
So far not there is no the construction method of other excellent effects.
Summary of the invention
In view of the above problems, the embodiment of the invention discloses a kind of steel sleeve Embedment Construction technique, building is avoided
The seepage problem of plate, both accelerates construction speed, also ensures the quality requirement of casing and structure construction.
The embodiment of the invention discloses a kind of steel sleeve Embedment Construction techniques, comprising:
It is positioned by casing unwrapping wire, is then drilled at floor template cannula center；
It puts casing well, screw rod will be reinforced and worn from inside pipe casing to floor template bottom；
It carries out tightening reinforcing to screw rod is reinforced in floor template bottom；
Circular casing cover board is made, then according to unwrapping wire, circular hole is bored in cover plate central, is then added on the cover board using nut
Admittedly tightening；
After casing is installed, structure floor concrete pouring construction is carried out.
The aperture to drill at floor template cannula center is 6mm, and the diameter for reinforcing screw rod is 6mm, and Circularhole diameter is
6mm。
It carries out tightening reinforcing to screw rod is reinforced using nut in floor template bottom.
Cover board is 20mm bigger than casing diameter.
The present invention has the advantage that
The present invention realizes under the premise of meeting casing installation requirement, avoids causing structure floor to seep water because of installation casing
The problem of.The installation of structure floor steel sleeve is carried out using the present invention, casing fixation does not deviate, and with same using tradition
The construction technology of iron wire binding, is most significantly just that of avoiding the seepage problem of floor, both accelerates construction speed, also ensure
The quality requirement of casing and structure construction.
Detailed description of the invention
Upon reading the detailed description of non-limiting embodiments with reference to the following drawings, the present invention and its feature, outer
Shape and advantage will become more apparent.Identical label indicates identical part in all the attached drawings.Not can according to than
Example draws attached drawing, it is preferred that emphasis is shows the gist of the present invention.
Fig. 1 is floor template of embodiment of the present invention drilling schematic diagram.
Fig. 2 is that the embodiment of the present invention wears reinforcing screw rod schematic diagram.
Fig. 3 is that the embodiment of the present invention carries out tightening reinforcing schematic diagram in floor template bottom to screw rod is reinforced.
Fig. 4 is the fixed cover plate schematic diagram of the embodiment of the present invention.
Fig. 5 is that mixed mud of the embodiment of the present invention pours rear schematic diagram.
Specific embodiment
The structure in the present invention is further described with specific embodiment with reference to the accompanying drawing, but not as this
The restriction of invention.
As shown in fig. 1~fig. 5, the embodiment of the invention discloses a kind of steel sleeve Embedment Construction techniques, comprising:
It is positioned by casing unwrapping wire, is then drilled at 1 center of floor template casing；
It puts casing 1 well, screw rod 2 will be reinforced and worn from inside pipe casing to 3 bottom of floor template；
It carries out tightening reinforcing to screw rod is reinforced in 1 bottom of floor template；
Circular casing cover board 5 is made, then according to unwrapping wire, circular hole is bored in cover plate central, then uses nut 4 on the cover board
Reinforcing is tightened；
After casing is installed, structure floor concrete pouring construction is carried out.
It reinforces lead screw and plays the role of reinforcing sleeve, floor template and cover board intensity, prevent from deforming.It plays simultaneously fixed
Effect.
The aperture to drill at floor template cannula center is 6mm, and the diameter for reinforcing screw rod is 6mm, and Circularhole diameter is
6mm。
It carries out tightening reinforcing using 4 pairs of reinforcing screw rods of nut in floor template bottom.
Cover board is 20mm bigger than casing diameter.
The present invention mode fixed instead of iron wire, seeps water after preventing iron wire from removing.Accelerate construction speed.
The present invention is applied in Yuyao blue light glorious north of a road side east side Hua Changlu plot residential estate project structure floor steel sleeve
It is tested in work, expected design effect is fully achieved after tested.
Presently preferred embodiments of the present invention is described above.It is to be appreciated that the invention is not limited to above-mentioned
Particular implementation, devices and structures not described in detail herein should be understood as gives reality with the common mode in this field
It applies；Anyone skilled in the art, without departing from the scope of the technical proposal of the invention, all using the disclosure above
Methods and technical content many possible changes and modifications are made to technical solution of the present invention, or be revised as equivalent variations etc.
Embodiment is imitated, this is not affected the essence of the present invention.Therefore, anything that does not depart from the technical scheme of the invention, foundation
Technical spirit of the invention any simple modifications, equivalents, and modifications made to the above embodiment, still fall within the present invention
In the range of technical solution protection.
Claims (4)
1. a kind of steel sleeve Embedment Construction technique characterized by comprising
It is positioned by casing unwrapping wire, is then drilled at floor template cannula center；
It puts casing well, screw rod will be reinforced and worn from inside pipe casing to floor template bottom；
It carries out tightening reinforcing to screw rod is reinforced in floor template bottom；
Circular casing cover board is made, then according to unwrapping wire, circular hole is bored in cover plate central, is then reinforced and twisted using nut on the cover board
Tightly；
After casing is installed, structure floor concrete pouring construction is carried out.
2. a kind of steel sleeve Embedment Construction technique as described in claim 1, which is characterized in that at floor template cannula center
The aperture of drilling is 6mm, and the diameter for reinforcing screw rod is 6mm, Circularhole diameter 6mm.
3. a kind of steel sleeve Embedment Construction technique as described in claim 1, which is characterized in that use spiral shell in floor template bottom
Mother carries out tightening reinforcing to screw rod is reinforced.
4. a kind of steel sleeve Embedment Construction technique as described in claim 1, which is characterized in that cover board is bigger than casing diameter
20mm。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910404850.0A CN110107088A (en) | 2019-05-15 | 2019-05-15 | A kind of steel sleeve Embedment Construction technique |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910404850.0A CN110107088A (en) | 2019-05-15 | 2019-05-15 | A kind of steel sleeve Embedment Construction technique |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110107088A true CN110107088A (en) | 2019-08-09 |
Family
ID=67490353
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910404850.0A Pending CN110107088A (en) | 2019-05-15 | 2019-05-15 | A kind of steel sleeve Embedment Construction technique |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110107088A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201695679U (en) * | 2010-06-02 | 2011-01-05 | 中国三冶集团有限公司第二建筑工程公司 | Limiting device for concrete floorslab |
| 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 |
| CN202644990U (en) * | 2012-06-01 | 2013-01-02 | 中建三局建设工程股份有限公司 | Fixing device for reserved pipeline or hole template |
| CN206091299U (en) * | 2016-09-30 | 2017-04-12 | 云南省建设投资控股集团有限公司 | A floor buried sleeve fixing device for aluminum alloy template |
| CN106760514A (en) * | 2017-01-23 | 2017-05-31 | 中国华冶科工集团有限公司 | Downcomer hole to be provided service sleeve and built-in process |
-
2019
- 2019-05-15 CN CN201910404850.0A patent/CN110107088A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201695679U (en) * | 2010-06-02 | 2011-01-05 | 中国三冶集团有限公司第二建筑工程公司 | Limiting device for concrete floorslab |
| 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 |
| CN202644990U (en) * | 2012-06-01 | 2013-01-02 | 中建三局建设工程股份有限公司 | Fixing device for reserved pipeline or hole template |
| CN206091299U (en) * | 2016-09-30 | 2017-04-12 | 云南省建设投资控股集团有限公司 | A floor buried sleeve fixing device for aluminum alloy template |
| CN106760514A (en) * | 2017-01-23 | 2017-05-31 | 中国华冶科工集团有限公司 | Downcomer hole to be provided service sleeve and built-in process |
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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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190809 |