CN107401231A - Sizing rod constructing structure in concrete column - Google Patents
Sizing rod constructing structure in concrete column Download PDFInfo
- Publication number
- CN107401231A CN107401231A CN201710601080.XA CN201710601080A CN107401231A CN 107401231 A CN107401231 A CN 107401231A CN 201710601080 A CN201710601080 A CN 201710601080A CN 107401231 A CN107401231 A CN 107401231A
- Authority
- CN
- China
- Prior art keywords
- column
- wall
- sizing rod
- sizing
- concrete
- 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
Links
- 238000004513 sizing Methods 0.000 title claims abstract description 30
- 230000002787 reinforcement Effects 0.000 claims abstract description 15
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 10
- 239000010959 steel Substances 0.000 claims abstract description 10
- 238000004804 winding Methods 0.000 claims description 2
- 230000005611 electricity Effects 0.000 abstract 1
- 210000003205 muscle Anatomy 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4114—Elements with sockets
- E04B1/4121—Elements with sockets with internal threads or non-adjustable captive nuts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
- E04B2/68—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete made by filling-up wall cavities
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B2001/4192—Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The present invention provides sizing rod constructing structure in concrete column, including the column between concrete wall and wall, and the sizing rod set between wall and column, and column is provided between the wall；Space between the column and wall is fixed by steel reinforcement cage；Multiple sizing rod connections are provided between the wall and column；It is reinforcement that the sizing rod, which is located at wall side,；One end that the sizing rod is located inside column is tieing；The tieing is connected through a screw thread using hollow structure with reinforcement.The present invention is reasonable in design, and the reinforcement of the outer silk of this band especially firmly will have function of seismic resistance, it is not necessary to which electricity consumption is beaten hole drill and ground on column, ensures the original-pack property of column once being connected with rod collar extension internal thread of being shaped on column.
Description
Technical field
The invention belongs to building field, and in particular to sizing rod constructing structure in concrete column.
Background technology
Old-fashioned frame structure is built a wall has very big drawback with concrete column tieing, strengthens building a wall to install with column tieing
Muscle, several eyes are only beaten on column by upper drill bit with electric hammer, then reinforcement are injected column drilling and just rushed through in the eyes,
Puzzled Deng wall with column tieing wall, one can not be shockproof, and two are unable to waterproof.
The content of the invention
It is an object of the invention to rod construction knot of being shaped in the concrete column for solving above-mentioned prior art problem and providing
Structure.
Sizing rod constructing structure in concrete column, including the column between concrete wall and wall, and in wall
The sizing rod set between column, column is provided between the wall；Space between the column and wall passes through steel
Muscle cage is fixed；Multiple sizing rod connections are provided between the wall and column；The sizing rod is located at wall side to strengthen
Muscle；One end that the sizing rod is located inside column is tieing；The tieing passes through screw thread using hollow structure with reinforcement
Connection.
The interior rod constructing structure of shaping of above-mentioned concrete column, is fixed between the steel reinforcement cage using steel wire winding.
Sizing rod constructing structure in above-mentioned concrete column, the column outside are provided with one layer of model of the column
Beneficial effects of the present invention：Sizing rod constructing structure in concrete column of the present invention, has good shockproof water-proof function.
Brief description of the drawings
Fig. 1 is schematic structural view of the invention；
Fig. 2 is sectional view schematic diagram of the present invention.
Embodiment
The present invention is described in further detail for embodiment in below in conjunction with the accompanying drawings, but does not form to the present invention's
Any restrictions.
Fig. 1 and Fig. 2 are referred to, the present invention provides a kind of technical scheme：Sizing rod constructing structure in concrete column, including
Column 2 between concrete wall 1 and wall 1, and the sizing rod 3 set between wall 1 and column 2, the wall 1 it
Between be provided with column 2；Space between the column 2 and wall 1 is fixed by steel reinforcement cage 4；Between the wall 1 and column 2
Multiple sizing rods 3 are provided with to connect；It is reinforcement 5 that the sizing rod 3, which is located at the side of wall 1,；The sizing rod 3 is located at column 2
Internal one end is tieing 6；The tieing 6 is connected using hollow structure with reinforcement 5 by screw thread 7;The steel reinforcement cage 4 it
Between be fastened using steel wire 8;The outside of column 2 is provided with one layer of model of the column 9.
Two black mark-lines of bullet first on upright of frame, wide 15cm, when playing two black mark-lines of model of the column, such as：Template
Wide 24cm, then 5cm is respectively measured from 24cm wide column templates both sides, then two wide 15cm sizing rod black mark-line bullet is good,
Piece horizontal line of 48cm eminences bullet, upper spiral bit then is pressed with power drill, a diameter of 1.2cm punchings, sizing rod is pressed and arrives column
Rod of being shaped in template, on model of the column only has 8cm length, and with outer silk, and a headband has internal thread, once column concrete pours,
The sizing rod of so 8cm length just contains into inside column concrete.
The preferred embodiment of the present invention described in detail above, but the present invention is not limited in above-mentioned embodiment
Detail, in the range of the technology design of the present invention, a variety of equivalents can be carried out to technical scheme, these
Equivalents belong to protection scope of the present invention.
Claims (3)
1. sizing rod constructing structure in concrete column, it is characterised in that：Including the column between concrete wall and wall, with
And the sizing rod set between wall and column, column is provided between the wall；Sky between the column and wall
Gap is fixed by steel reinforcement cage；Multiple sizing rod connections are provided between the wall and column；The sizing rod is located at wall one
Side is reinforcement；One end that the sizing rod is located inside column is tieing；The tieing uses hollow structure and reinforcement
It is connected through a screw thread.
2. sizing rod constructing structure in concrete column according to claim 1, it is characterised in that：Between the steel reinforcement cage
Fixed using steel wire winding.
3. sizing rod constructing structure in concrete column according to claim 1, it is characterised in that：Set on the outside of the column
It is equipped with one layer of model of the column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710601080.XA CN107401231A (en) | 2017-07-21 | 2017-07-21 | Sizing rod constructing structure in concrete column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710601080.XA CN107401231A (en) | 2017-07-21 | 2017-07-21 | Sizing rod constructing structure in concrete column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107401231A true CN107401231A (en) | 2017-11-28 |
Family
ID=60402335
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710601080.XA Pending CN107401231A (en) | 2017-07-21 | 2017-07-21 | Sizing rod constructing structure in concrete column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107401231A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202689344U (en) * | 2012-05-11 | 2013-01-23 | 江苏时代建设工程有限公司 | Tensioning bar connecting device |
| CN103255840A (en) * | 2013-04-28 | 2013-08-21 | 江苏省华建建设股份有限公司 | Combined built-in fitting for concrete walls and column tie bars and installation construction method thereof |
| CN105064543A (en) * | 2015-09-09 | 2015-11-18 | 歌山建设集团有限公司 | Formwork-free constructional column and construction method |
| CN205242706U (en) * | 2015-12-22 | 2016-05-18 | 中建六局土木工程有限公司 | Cast -in -place constructional column of infilled wall and wall body synchronous construction structure between high -rise outer eaves window |
| CN105908864A (en) * | 2016-05-25 | 2016-08-31 | 杭州江润科技有限公司 | Interface crack preventing structure for filling brickwork and framework shear wall and construction method |
| CN106049665A (en) * | 2016-07-28 | 2016-10-26 | 杭州江润科技有限公司 | Lightweight blockwork cast-in-place core and construction method |
-
2017
- 2017-07-21 CN CN201710601080.XA patent/CN107401231A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202689344U (en) * | 2012-05-11 | 2013-01-23 | 江苏时代建设工程有限公司 | Tensioning bar connecting device |
| CN103255840A (en) * | 2013-04-28 | 2013-08-21 | 江苏省华建建设股份有限公司 | Combined built-in fitting for concrete walls and column tie bars and installation construction method thereof |
| CN105064543A (en) * | 2015-09-09 | 2015-11-18 | 歌山建设集团有限公司 | Formwork-free constructional column and construction method |
| CN205242706U (en) * | 2015-12-22 | 2016-05-18 | 中建六局土木工程有限公司 | Cast -in -place constructional column of infilled wall and wall body synchronous construction structure between high -rise outer eaves window |
| CN105908864A (en) * | 2016-05-25 | 2016-08-31 | 杭州江润科技有限公司 | Interface crack preventing structure for filling brickwork and framework shear wall and construction method |
| CN106049665A (en) * | 2016-07-28 | 2016-10-26 | 杭州江润科技有限公司 | Lightweight blockwork cast-in-place core and construction method |
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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 | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20171128 |
|
| WD01 | Invention patent application deemed withdrawn after publication |