CN107268790A - Webmaster concrete and preparation method thereof - Google Patents
Webmaster concrete and preparation method thereof Download PDFInfo
- Publication number
- CN107268790A CN107268790A CN201610215853.6A CN201610215853A CN107268790A CN 107268790 A CN107268790 A CN 107268790A CN 201610215853 A CN201610215853 A CN 201610215853A CN 107268790 A CN107268790 A CN 107268790A
- Authority
- CN
- China
- Prior art keywords
- webmaster
- concrete
- beams
- column
- concrete column
- 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
- 238000002360 preparation method Methods 0.000 title claims abstract description 10
- 239000000463 material Substances 0.000 claims abstract description 26
- 239000000203 mixture Substances 0.000 claims abstract description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 20
- 239000010959 steel Substances 0.000 claims description 20
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 230000000717 retained effect Effects 0.000 claims description 9
- 238000000034 method Methods 0.000 claims description 4
- 210000003205 muscle Anatomy 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 8
- 238000010586 diagram Methods 0.000 description 5
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing 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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/30—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materials; Composite steel and concrete constructions
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The present invention relates to a kind of webmaster concrete, it includes the webmaster concrete column or webmaster beams of concrete of hollow and tube wall uniform porose webmaster, the sheet material being coated on outside the webmaster and the concrete composition poured into a mould in the webmaster.The invention also discloses the preparation method of the webmaster concrete.Bearing capacity of the present invention is strong, deformation characteristic is good, has a wide range of application, simple in construction, easy construction, saves material, reduces cost, realize building industrialization.
Description
Technical field
The present invention relates to Structural Engineering field, more particularly to webmaster concrete and preparation method thereof.
Background technology
At present, its bearing capacity of the relatively common armored concrete of concrete filled steel tube is greatly improved, plasticity and good toughness, and is expanded
It is big to use space, thus with good anti-seismic performance and economy.However, it is limited using scope, the making of steel pipe, peace
Fill that difficulty is larger and more complicated, quality inspection and construction inconvenience.
The content of the invention
The technical problems to be solved by the invention are to provide that a kind of bearing capacity is strong, deformation characteristic is good, simple in construction, can be real
The webmaster concrete of existing building industrialization.
The preparation method that another technical problem to be solved by this invention is to provide the webmaster concrete.
To solve the above problems, webmaster concrete of the present invention, it is characterised in that：It includes hollow and tube wall is uniform
The webmaster concrete that porose webmaster, the sheet material being coated on outside the webmaster and the concrete poured into a mould in the webmaster are constituted
Post or webmaster beams of concrete.
The webmaster is square or circular.
The hole is square hole or circular hole, and is uniformly distributed along the circumferential and axial of the webmaster.
The sheet material is compo plate.
The circumferential four sides of the webmaster concrete column is bonded together with the sheet material being coated on outside the webmaster.
Three face outer walls of the webmaster beams of concrete in addition to top surface are bonded in the sheet material being coated on outside the webmaster
Together.
Reinforcing bar or shaped steel are provided with the tube chamber of the webmaster concrete column or the webmaster beams of concrete.
The preparation method of webmaster concrete as described above, comprises the following steps：
(1) the webmaster for having coated sheet material is made in factory；
(2) by design connection webmaster concrete column；
(3) perforate on sheet material of the foundation design requirement in the webmaster concrete column at structure node；
(4) one end of reinforcing bar is passed through to the perforate on the sheet material in the webmaster concrete column by the quantity of design requirement, and
Retain one section outside perforate；
(5) one section be retained in outside the webmaster concrete column is enclosed in the tube chamber of webmaster beams of concrete, connects the webmaster and mix
Solidifying Tu Liang and the webmaster concrete column；
(6) concrete is poured into a mould from the upper end of the webmaster concrete column；
(7) concrete is poured into a mould from the top surface of the webmaster beams of concrete；
(8) it is linked in sequence and pours into a mould, builds webmaster concrete structure.
(5) the step is replaced using following methods：Webmaster is enclosed on by one section be retained in outside the webmaster concrete column to mix
In solidifying Tu Liang tube chamber, the webmaster beams of concrete and the webmaster concrete column are connected, and in the webmaster concrete column
Reinforcing bar or shaped steel are set in tube chamber.
(5) the step is replaced using following methods：Webmaster is enclosed on by one section be retained in outside the webmaster concrete column to mix
In solidifying Tu Liang tube chamber, the webmaster beams of concrete and the webmaster concrete column are connected, and in the webmaster beams of concrete
Reinforcing bar or shaped steel are set in tube chamber.
The present invention has advantages below compared with prior art：
1st, the present invention makes pipe inner concrete be in three-dimensional complex stress condition, so as to greatly improve by the effect of contraction of webmaster
Its compression strength and compression deformation ability, make the present invention have good carrying and deformation characteristic.
2nd, the present invention improves the deformation characteristic of webmaster, enhances it by the supporting role that concrete is filled out in webmaster
Stability, it is to avoid or delayed webmaster to occur local buckling, so as to improve its bearing capacity.
3rd, the present invention turns into webmaster concrete by webmaster and Combined concrete, and webmaster cooperates with work with its concrete filled
Make, improve and optimize the physical and mechanical property of webmaster and concrete, not only compensate for two kinds of respective shortcomings of material, and make the two
Advantage be not fully exerted.
4th, in the work progress of the present invention, webmaster is also used as pouring the template of its core concrete.
5th, compared to concrete filled steel tube, the present invention significantly saves material by webmaster perforate.
6th, compared to concrete filled steel tube, the present invention is easy to make, installed, solve in concrete filled steel tube steel pipe manufacturing difficulty compared with
The problem of big and more complicated.
7th, compared to concrete filled steel tube, quality inspection and easy construction of the present invention.
8th, compared to concrete filled steel tube, the present invention has a wide range of application, it is adaptable to all kinds of modern construction engineerings, is applicable not only to
Post, it may also be used for the component such as beam.
9th, the present invention is simple in construction, with low cost, has significantly speeded up project progress, has improved construction quality, and improve
Economic benefit.
Brief description of the drawings
The embodiment to the present invention is described in further detail below in conjunction with the accompanying drawings.
Fig. 1 is the cross-sectional structure of webmaster concrete column of the present invention（Webmaster is circumferentially continuous）Schematic diagram.
Fig. 2 is the cross-sectional structure of webmaster concrete column of the present invention（Webmaster circumference cloth hole）Schematic diagram.
Fig. 3 is the cross-sectional structure of webmaster beams of concrete of the present invention（Webmaster is circumferentially continuous）Schematic diagram.
Fig. 4 is the cross-sectional structure of webmaster beams of concrete of the present invention（Webmaster circumference cloth hole）Schematic diagram.
Fig. 5 is the overlooking the structure diagram of webmaster concrete column of the present invention and the beam-column node structure of webmaster beams of concrete.
In figure：1-webmaster, 2-sheet material, 3-concrete, 4-webmaster concrete column 5-webmaster beams of concrete, 6-hole
7-reinforcing bar, 8-shaped steel.
Embodiment
In such as Fig. 1 ~ 5, webmaster concrete, it is evenly equipped with the webmaster 1 in hole 6 including hollow and tube wall, is coated on outside webmaster 1
Sheet material 2 and the concrete 3 of cast is constituted in webmaster 1 webmaster concrete column 4 or webmaster beams of concrete 5.
Wherein：
Webmaster 1 is square or circular.
Hole 6 is square hole or circular hole, and is uniformly distributed along the circumferential and axial of webmaster 1.
Sheet material 2 is compo plate.
The circumferential four sides of webmaster concrete column 4 is bonded together with the sheet material 2 being coated on outside webmaster 1.
Three face outer walls of the webmaster beams of concrete 5 in addition to top surface are bonded together with the sheet material 2 being coated on outside webmaster 1.
Reinforcing bar 7 or shaped steel 8 are provided with the tube chamber of webmaster concrete column 4 or webmaster beams of concrete 5.
The preparation method of the webmaster concrete, comprises the following steps：
(1) the webmaster 1 for having coated sheet material 2 is made in factory.
(2) by design connection webmaster concrete column 4.
(3) perforate 6 on the sheet material 2 in webmaster concrete column 4 of the foundation design requirement at structure node.
(4) one end of reinforcing bar 7 is passed through to the perforate 6 on the sheet material 2 in webmaster concrete column 4 by the quantity of design requirement, and
Retain one section outside perforate 6.
(5) be retained in outside webmaster concrete column 4 one section is enclosed in the tube chamber of webmaster beams of concrete 5, connects webmaster coagulation
Native beam 5 and webmaster concrete column 4.
If needing reinforcing mat pipe concrete column 4, webmaster beams of concrete is enclosed on by be retained in outside webmaster concrete column 4 one section
In 5 tube chamber, connection webmaster beams of concrete 5 and webmaster concrete column 4, and the setting reinforcing bar 7 in the tube chamber of webmaster concrete column 4
Or shaped steel 8.
If needing reinforcing mat pipe concrete beam 5, then it is enclosed on webmaster concrete by be retained in outside webmaster concrete column 4 one section
In the tube chamber of beam 5, connection webmaster beams of concrete 5 and webmaster concrete column 4, and steel is set in the tube chamber of webmaster beams of concrete 5
Muscle 7 or shaped steel 8.
(6) concrete 3 is poured into a mould from the upper end of webmaster concrete column 4.
(7) concrete 3 is poured into a mould from the top surface of webmaster beams of concrete 5.
(8) it is linked in sequence and pours into a mould, builds webmaster concrete structure.
Claims (10)
1. webmaster concrete, it is characterised in that：It includes hollow and tube wall is evenly equipped with hole（6）Webmaster（1）, be coated on the net
Pipe（1）Outer sheet material（2）And in the webmaster（1）The concrete of interior cast（3）The webmaster concrete column of composition（4）Or webmaster
Beams of concrete（5）.
2. webmaster concrete as claimed in claim 1, it is characterised in that：The webmaster（1）It is square or circular.
3. webmaster concrete as claimed in claim 1, it is characterised in that：The hole（6）For square hole or circular hole, and along the net
Pipe（1）Circumferential and axial be uniformly distributed.
4. webmaster concrete as claimed in claim 1, it is characterised in that：The sheet material（2）For compo plate.
5. webmaster concrete as claimed in claim 1, it is characterised in that：The webmaster concrete column（4）Circumferential four sides with
It is coated on the webmaster（1）The outer sheet material（2）It is bonded together.
6. webmaster concrete as claimed in claim 1, it is characterised in that：The webmaster beams of concrete（5）Three in addition to top surface
Face outer wall is with being coated on the webmaster（1）The outer sheet material（2）It is bonded together.
7. webmaster concrete as claimed in claim 1, it is characterised in that：The webmaster concrete column（4）Or the webmaster is mixed
Solidifying Tu Liang（5）Tube chamber in be provided with reinforcing bar（7）Or shaped steel（8）.
8. the preparation method of webmaster concrete as claimed in claim 1, comprises the following steps：
(1) factory, which is made, has coated sheet material（2）Webmaster（1）；
(2) by design connection webmaster concrete column（4）；
(3) according to the webmaster concrete column of the design requirement at structure node（4）In sheet material（2）Upper perforate（6）；
(4) by the quantity of design requirement by reinforcing bar（7）One end pass through the webmaster concrete column（4）In the sheet material（2）On
Perforate（6）, and retain one section in perforate（6）Outside；
(5) the webmaster concrete column will be retained in（4）Outer one section is enclosed on webmaster beams of concrete（5）Tube chamber in, connection is described
Webmaster beams of concrete（5）With the webmaster concrete column（4）；
(6) from the webmaster concrete column（4）Upper end cast concrete（3）；
(7) from the webmaster beams of concrete（5）Top surface cast concrete（3）；
(8) it is linked in sequence and pours into a mould, builds webmaster concrete structure.
9. the preparation method of webmaster concrete as claimed in claim 8, it is characterised in that：(5) the step uses following methods
Instead of：The webmaster concrete column will be retained in（4）Outer one section is enclosed on webmaster beams of concrete（5）Tube chamber in, connection is described
Webmaster beams of concrete（5）With the webmaster concrete column（4）, and in the webmaster concrete column（4）Tube chamber in set reinforcing bar
（7）Or shaped steel（8）.
10. the preparation method of webmaster concrete as claimed in claim 8, it is characterised in that：(5) the step uses following sides
Method is replaced：The webmaster concrete column will be retained in（4）Outer one section is enclosed on webmaster beams of concrete（5）Tube chamber in, connect institute
State webmaster beams of concrete（5）With the webmaster concrete column（4）, and in the webmaster beams of concrete（5）Tube chamber in set steel
Muscle（7）Or shaped steel（8）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610215853.6A CN107268790A (en) | 2016-04-09 | 2016-04-09 | Webmaster concrete and preparation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610215853.6A CN107268790A (en) | 2016-04-09 | 2016-04-09 | Webmaster concrete and preparation method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107268790A true CN107268790A (en) | 2017-10-20 |
Family
ID=60051974
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610215853.6A Pending CN107268790A (en) | 2016-04-09 | 2016-04-09 | Webmaster concrete and preparation method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107268790A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108360838A (en) * | 2018-03-16 | 2018-08-03 | 湖南科技学院 | Steel reinforced concrete support underpins frame and its construction method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005155036A (en) * | 2003-11-20 | 2005-06-16 | Sumitomo Mitsui Construction Co Ltd | Column of building and rigid-frame structure using this column |
| CN101117837A (en) * | 2006-08-04 | 2008-02-06 | 王加多 | Web frame for concrete organization |
| CN101806094A (en) * | 2010-03-23 | 2010-08-18 | 冒亚龙 | New reinforced concrete skeleton tube model technical scheme |
| CN104652841A (en) * | 2015-02-11 | 2015-05-27 | 石家庄经济学院 | Steel plate cage strengthened reinforced concrete beam structure and preparation method |
| CN104775627A (en) * | 2015-02-11 | 2015-07-15 | 石家庄经济学院 | Steel plate net cage reinforced concrete column structure and preparation method |
| CN104863258A (en) * | 2015-05-29 | 2015-08-26 | 重庆大学 | Strengthened steel pipe confined concrete column-reinforced concrete beam frame joint in joint area |
| CN205712475U (en) * | 2016-04-09 | 2016-11-23 | 河南城建学院 | Webmaster concrete |
-
2016
- 2016-04-09 CN CN201610215853.6A patent/CN107268790A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005155036A (en) * | 2003-11-20 | 2005-06-16 | Sumitomo Mitsui Construction Co Ltd | Column of building and rigid-frame structure using this column |
| CN101117837A (en) * | 2006-08-04 | 2008-02-06 | 王加多 | Web frame for concrete organization |
| CN101806094A (en) * | 2010-03-23 | 2010-08-18 | 冒亚龙 | New reinforced concrete skeleton tube model technical scheme |
| CN104652841A (en) * | 2015-02-11 | 2015-05-27 | 石家庄经济学院 | Steel plate cage strengthened reinforced concrete beam structure and preparation method |
| CN104775627A (en) * | 2015-02-11 | 2015-07-15 | 石家庄经济学院 | Steel plate net cage reinforced concrete column structure and preparation method |
| CN104863258A (en) * | 2015-05-29 | 2015-08-26 | 重庆大学 | Strengthened steel pipe confined concrete column-reinforced concrete beam frame joint in joint area |
| CN205712475U (en) * | 2016-04-09 | 2016-11-23 | 河南城建学院 | Webmaster concrete |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108360838A (en) * | 2018-03-16 | 2018-08-03 | 湖南科技学院 | Steel reinforced concrete support underpins frame and its 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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20171020 |
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| RJ01 | Rejection of invention patent application after publication |