CN103967211B - Exempt to tear high-performance cement mortar template insulation regeneration concrete T-shaped post and the practice open - Google Patents

Exempt to tear high-performance cement mortar template insulation regeneration concrete T-shaped post and the practice open Download PDF

Info

Publication number
CN103967211B
CN103967211B CN201410147247.6A CN201410147247A CN103967211B CN 103967211 B CN103967211 B CN 103967211B CN 201410147247 A CN201410147247 A CN 201410147247A CN 103967211 B CN103967211 B CN 103967211B
Authority
CN
China
Prior art keywords
cement mortar
performance cement
regeneration concrete
open
shaped
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.)
Active
Application number
CN201410147247.6A
Other languages
Chinese (zh)
Other versions
CN103967211A (en
Inventor
董宏英
王超超
曹万林
刘文超
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.)
HEBEI HUIYUAN BUILDING MATERIAL Co.,Ltd.
Beijing University of Technology
Original Assignee
Beijing University of Technology
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 Beijing University of Technology filed Critical Beijing University of Technology
Priority to CN201410147247.6A priority Critical patent/CN103967211B/en
Publication of CN103967211A publication Critical patent/CN103967211A/en
Application granted granted Critical
Publication of CN103967211B publication Critical patent/CN103967211B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The present invention relates to one exempt to tear high-performance cement mortar masterplate insulation regeneration concrete T-shaped post and the practice open, belong to technical field of structural engineering;The present invention exempts to tear high-performance cement mortar masterplate insulation regeneration concrete T-shaped post open and is applicable to low, tier building system;Concrete is regeneration concrete and internal ginseng and has a certain amount of glass bead; the most this regeneration concrete combination load-bearing pillar, compared to traditional concrete bearing post, heat-insulating property and bearing capacity are significantly increased; regeneration aggregate voidage used by regeneration concrete is high, the advantage having noise reduction and insulation.High-performance cement mortar masterplate reaches to exempt to tear effect open as outer template, the most economic and environment-friendly and also be easy to construction.

Description

Exempt to tear high-performance cement mortar template insulation regeneration concrete T-shaped post and the practice open
Technical field
The present invention relates to one exempt to tear high-performance cement mortar template insulation regeneration concrete T-shaped post and the practice open, belong to technical field of structural engineering.
Background technology
China is energy consumption big country, and building energy consumption accounts for again a big chunk of whole nation total energy consumption, and unit building energy consumption exceeds more than 20 times than developed country under same weather conditions, and building energy is easy to environment is produced many harmful effects during height consumption.China's building energy consumption proportion in total energy consumption rises to present about 35% from 13% in 1980; greatly develop energy-saving building and have become as common recognition; improve constantly with protection environmental requirement along with to the saving energy; the heat preservation technology of architectural exterior-protecting construction is also being strengthened day by day; but in industry there is many weak points in existing heat preservation technology; the selection of the most prominent is exactly some insulation material has difficulties, and insulation material requires that density is low, heat conductivity is little, such as air-entrained concrete building block, polystyrol plastic foam plate, lightweight aggregate mortar etc..There is contradiction in the feature of this kind of material and the requirement of people: mostly the material of good heat insulating is porous, and water preventing ability is poor, intensity is low.Therefore finding a kind of has good heat-insulating property and the best material of water preventing ability just to seem increasingly important.
Nearly two, 30 years, the large-scale modernization construction of China, bring the flourish of building industry, have every day old building to be removed, new building is being built.So, substantial amounts of building waste is produced.The quantity of China's building waste has accounted for about the 35% of municipal refuse total amount, the rough Statistics of the construction material loss through brick mix structure, full cast-in-place structural and frame structure etc. are built, in the work progress of every ten thousand square metres of buildings, only building waste residue will produce more than 500 ton.The resource, the energy and the environmental problem that thus cause are the most serious.Therefore the regeneration to building castoff, the main trend of building trade after urban building waste minimizing and recycling treatment being.
Traditional reinforced column heat-insulating property is poor, and heat-insulating property has much room for improvement, and to use substantial amounts of traditional architecture raw material, but traditional building material is not the most exhaustless.Based on this; the present invention proposes a kind of simple; it is prone to construction; high-performance cement Mortar Plates replacement conventional template is torn open with permanent exempting from; the cast-in-place regeneration concrete combination load-bearing pillar being blended with a certain amount of glass bead, compared to traditional concrete bearing post, its heat-insulating property and bearing capacity significantly improve; urban building waste is processed by the application of regeneration concrete to minimizing and resource direction, the advantage that regeneration aggregate porosity has greatly noise reduction and insulation.Mortar template exempts to tear open simultaneously, improves globality and the anti-seismic performance of structure, is highly suitable for the new structural system of low tier building.
Summary of the invention
It is an object of the invention to provide a kind of have the advantages such as simple structure, cheap, easy construction, the energy that economizes on resources, good, the durable quake-proof integral of heat-insulating property exempt from tear high-performance cement mortar template insulation regeneration concrete T-shaped post and the practice open, to effectively solving conventional concrete post poor thermal insulation property, save problems such as using conventional concrete material.
For achieving the above object, the technical solution used in the present invention is that one is exempted to tear high-performance cement mortar template insulation regeneration concrete T-shaped post and manufacture method open.The present invention uses following technological means:
One is exempted to tear high-performance cement mortar template insulation regeneration concrete T-shaped post open, and it includes high-performance cement Mortar Plates 1, high Polymer Mortar 2, sleeper 3, prefabricated connector 4, regeneration concrete 5, glass bead 6;T-shaped post includes sleeper 3; containing sleeper arrangement of reinforcement in sleeper 3; high-performance cement Mortar Plates 1 goes along with sb. to guard him template as outside; it is attached constituting T-shaped cavity by high Polymer Mortar 2 and prefabricated connector 4; sleeper arrangement of reinforcement is had as framework of steel reinforcement at T-shaped cavity inside; sleeper arrangement of reinforcement is by indulging muscle and stirrup is constituted; stirrup is crisscross T-shaped to be connected all vertical muscle; pour the regeneration concrete being blended with glass bead at described T-shaped cavity inside, formed and exempt to tear high-performance cement mortar template insulation regeneration concrete T-shaped post open.
Described high-performance cement Mortar Plates 1 is processed into corresponding modulus, described modulus includes 40,120,240,480,600mm, thickness is 20~30mm;Described high-performance cement Mortar Plates 1 uses High Performance Mortar, use dither carries out fine and closely woven reality and vibrates, High Performance Mortar and steel wire being gathered and nets effective bonding, the intensity of described high-performance cement Mortar Plates reaches C40~C50 strength grade of concrete;The bonding connecting predominantly high Polymer Mortar of high-performance cement Mortar Plates 1 and the connection of prefabricated connector;When processing high-performance cement Mortar Plates, only throwing the flat one side outside as formwork for placing, coarse one side is the inner face of formwork for placing.
Described high Polymer Mortar 2 provides flexible adhesion for high-performance cement Mortar Plates 1, and high Polymer Mortar 2 smearing thickness is less than 5mm.
Described prefabricated connector 4 is equal leg angle, and a size of ∠ 40 × 40 × 4, i.e. hem width are 40mm, limit thickness is 4mm, and for strengthening the connection in bending place of the high-performance cement Mortar Plates, horizontally disposed spacing is 300mm~350mm, and vertical spacing is 250mm~350mm.
Longitudinal reinforcement in described sleeper 3 uses HRB335 level or HRB400 level reinforcing bar, a diameter of 12mm~16mm;Stirrup uses HRB335 level reinforcing bar, and stirrup diameter is 8mm~12mm, stirrup spacing 200mm.
Can pour, inside the described T-shaped template surrounded by high-performance cement Mortar Plates 1, the regeneration concrete being blended with glass bead, coarse aggregate Replacement rate is less than 30%.
Exempt to tear high-performance cement mortar template insulation regeneration concrete T-shaped post open, it is characterised in that: its manufacture method is as follows.
The framework of steel reinforcement exempting to tear open high-performance cement mortar template insulation regeneration concrete T-shaped post is inserted in foundation beam by size by S1, pours foundation beam armored concrete;
Foundation beam upper surface is carried out copying measuring line, levelling foundation beam upper surface by house planar dimension by S2, ejects double solid line by the thickness of high-performance cement Mortar Plates 1;
High-performance cement Mortar Plates 1 is carried out overlapping brick work by S3, and high-performance cement Mortar Plates 1 uses high Polymer Mortar to bond, and boring simultaneously adds prefabricated connector 4;
S4 pours in the T-shaped frame that high-performance cement Mortar Plates 1 surrounds and is blended with the regeneration concrete of glass bead and is formed and exempt to tear open high-performance cement mortar template insulation regeneration concrete T-shaped post.
The present invention exempts to tear high-performance cement mortar template insulation regeneration concrete T-shaped post open and is applicable to low, tier building.It is blended with the regeneration concrete combination load-bearing pillar of a certain amount of glass bead; compared to traditional concrete bearing post; its heat-insulating property and bearing capacity significantly improve; urban building waste is processed by the application of regeneration concrete to minimizing and resource direction; regeneration aggregate voidage is high and density is little, the advantage having noise reduction and insulation.
Accompanying drawing explanation
Fig. 1 is to exempt to tear high-performance cement mortar template insulation regeneration concrete T-shaped column section figure open;
Fig. 2 is prefabricated connector schematic diagram;
Fig. 3 exempts to tear high-performance cement mortar template insulation regeneration concrete T-shaped post elevation open;
In figure: 1 high-performance cement Mortar Plates, 2 high Polymer Mortars, 3 sleeper, 4 prefabricated connectors, 5 regeneration concretes, 6 glass beads.
Detailed description of the invention
Below in conjunction with specific embodiment, the present invention will be further described:
As shown in 1-6 in Figure 1, the exempting from of the present invention tears high-performance cement mortar template insulation regeneration concrete T-shaped post open, is mainly combined by high-performance cement Mortar Plates 1, high Polymer Mortar 2, sleeper 3, prefabricated connector 4, regeneration concrete 5, glass bead 6.It is characterized in that: concrete is regeneration concrete and inside is blended with a certain amount of glass bead; the most this regeneration concrete combination load-bearing pillar; compared to traditional concrete bearing post; its heat-insulating property and bearing capacity significantly improve; urban building waste is processed by the application of regeneration concrete to minimizing and resource direction; regeneration aggregate voidage is high and density is little, the advantage having noise reduction and insulation.Cost is low simultaneously, constructs simple and convenient, is especially suitable for low, the tier building system in rural area.
Being above an exemplary embodiments of the present invention, the enforcement of the present invention is not limited to this.

Claims (7)

1. exempt to tear high-performance cement mortar template insulation regeneration concrete T-shaped column production method open, it is characterised in that: its manufacture method is as follows,
The framework of steel reinforcement exempting to tear open high-performance cement mortar template insulation regeneration concrete T-shaped post is inserted in foundation beam by size by S1, pours foundation beam armored concrete;
Foundation beam upper surface is carried out copying measuring line, levelling foundation beam upper surface by house planar dimension by S2, ejects double solid line by the thickness of high-performance cement Mortar Plates (1);
High-performance cement Mortar Plates (1) is carried out overlapping brick work by S3, and high-performance cement Mortar Plates (1) uses high Polymer Mortar to bond, and boring simultaneously adds prefabricated connector (4);
S4 pours in the T-shaped frame that high-performance cement Mortar Plates (1) surrounds and is blended with the regeneration concrete of glass bead and is formed and exempt to tear open high-performance cement mortar template insulation regeneration concrete T-shaped post.
The most according to claim 1 exempting from tears high-performance cement mortar template insulation regeneration concrete T-shaped column production method open; it is characterized in that: one is exempted to tear high-performance cement mortar template insulation regeneration concrete T-shaped post open, and it includes high-performance cement Mortar Plates (1), high Polymer Mortar (2), sleeper (3), prefabricated connector (4), regeneration concrete (5), glass bead (6);T-shaped post includes sleeper (3); sleeper (3) is inner containing sleeper arrangement of reinforcement; high-performance cement Mortar Plates (1) goes along with sb. to guard him template as outside; it is attached constituting T-shaped cavity by high Polymer Mortar (2) and prefabricated connector (4); sleeper arrangement of reinforcement is had as framework of steel reinforcement at T-shaped cavity inside; sleeper arrangement of reinforcement is by indulging muscle and stirrup is constituted; stirrup is crisscross T-shaped to be connected all vertical muscle; pour the regeneration concrete being blended with glass bead at described T-shaped cavity inside, formed and exempt to tear high-performance cement mortar template insulation regeneration concrete T-shaped post open.
The most according to claim 1 exempting from tears high-performance cement mortar template insulation regeneration concrete T-shaped column production method open, it is characterized in that: described high-performance cement Mortar Plates (1) is processed into corresponding modulus, described modulus includes 40,120,240,480,600mm, thickness is 20~30mm;Described high-performance cement Mortar Plates (1) uses High Performance Mortar, use dither to carry out fine and closely woven reality to vibrate, High Performance Mortar and steel wire being gathered and nets effective bonding, the intensity of described high-performance cement Mortar Plates reaches C40~C50 strength grade of concrete;The bonding connecting predominantly high Polymer Mortar of high-performance cement Mortar Plates (1) and the connection of prefabricated connector;When processing high-performance cement Mortar Plates, only throwing the flat one side outside as formwork for placing, coarse one side is the inner face of formwork for placing.
The most according to claim 1 exempting from tears high-performance cement mortar template insulation regeneration concrete T-shaped column production method open, it is characterized in that: described high Polymer Mortar (2) is that high-performance cement Mortar Plates (1) provides flexible adhesion, and high Polymer Mortar (2) smearing thickness is less than 5mm.
The most according to claim 1 exempting from tears high-performance cement mortar template insulation regeneration concrete T-shaped column production method open, it is characterized in that: described prefabricated connector (4) is equal leg angle, a size of ∠ 40 × 40 × 4, i.e. hem width be 40mm, limit thickness be 4mm, for strengthening the connection in bending place of the high-performance cement Mortar Plates, horizontally disposed spacing is 300mm~350mm, and vertical spacing is 250mm~350mm.
The most according to claim 2 exempting from tears high-performance cement mortar template insulation regeneration concrete T-shaped column production method open, it is characterised in that: the longitudinal reinforcement in described sleeper (3) uses HRB335 level or HRB400 level reinforcing bar, a diameter of 12mm~16mm;Stirrup uses HRB335 level reinforcing bar, and stirrup diameter is 8mm~12mm, stirrup spacing 200mm.
The most according to claim 1 exempting from tears high-performance cement mortar template insulation regeneration concrete T-shaped column production method open; it is characterized in that: can pour the regeneration concrete being blended with glass bead inside the T-shaped template surrounded by high-performance cement Mortar Plates (1), coarse aggregate Replacement rate is less than 30%.
CN201410147247.6A 2014-04-12 2014-04-12 Exempt to tear high-performance cement mortar template insulation regeneration concrete T-shaped post and the practice open Active CN103967211B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410147247.6A CN103967211B (en) 2014-04-12 2014-04-12 Exempt to tear high-performance cement mortar template insulation regeneration concrete T-shaped post and the practice open

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410147247.6A CN103967211B (en) 2014-04-12 2014-04-12 Exempt to tear high-performance cement mortar template insulation regeneration concrete T-shaped post and the practice open

Publications (2)

Publication Number Publication Date
CN103967211A CN103967211A (en) 2014-08-06
CN103967211B true CN103967211B (en) 2016-10-05

Family

ID=51237176

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410147247.6A Active CN103967211B (en) 2014-04-12 2014-04-12 Exempt to tear high-performance cement mortar template insulation regeneration concrete T-shaped post and the practice open

Country Status (1)

Country Link
CN (1) CN103967211B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105275152A (en) * 2015-09-15 2016-01-27 李春福 Broken bridge concrete column and application

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB794513A (en) * 1955-05-03 1958-05-07 Frank Edmund Williams Improvements in or relating to structures, buildings and the like
CA2206830A1 (en) * 1997-05-15 1998-11-15 Le Groupe Canam Manac Inc. High rise steel column
CN2663555Y (en) * 2003-11-04 2004-12-15 史春月 One-step pouring die of building upright post
CN200968053Y (en) * 2006-11-10 2007-10-31 文彦 Reinforced concrete detaching-free formwork
CN103122676B (en) * 2012-12-04 2016-05-25 北京工业大学 Bight reinforced steel pipe concrete superposed column and the practice

Also Published As

Publication number Publication date
CN103967211A (en) 2014-08-06

Similar Documents

Publication Publication Date Title
CN103938797B (en) Heat-preserving recycled concrete rectangular column with dismantling-free high performance cement mortar mold plate and manufacturing method
CN103835413B (en) Covered with Angles silk screen Mortar Plates in-line frame foamed concrete bearing wall and the practice
CN103835404B (en) Covered with Angles silk screen Mortar Plates L-shaped frame foamed concrete bearing wall and the practice
CN103046665A (en) Insulating mortar strengthening layer rowlock wall with steel wire mesh for setting hose tooth constructional column and manufacturing method thereof
CN105016669B (en) A kind of pre-fabricated electric cables ditch and preparation method thereof
CN201972287U (en) Ultrathin bottom plate with superhigh strength for lamination board
CN104831862B (en) Fiber-reinforced concrete composite thermal insulation permanent template
CN105649235A (en) Construction technique for MS dense thin-wall building block filling
CN105859228A (en) Composite reinforced alkali-activated slag mortar board and preparation method thereof
CN103938767B (en) Trough type energy-saving bearing wall externally wrapped by steel wire mesh mortar plates and foamed concrete
CN103195190A (en) Recycled concrete brick and insulating layer composite wall with tie reinforcing steel bars and manufacturing method thereof
CN103967211B (en) Exempt to tear high-performance cement mortar template insulation regeneration concrete T-shaped post and the practice open
CN103046664A (en) Energy-saving wall with connecting keys and recycled concrete wall panels holding insulation block masonry, and manufacturing method of energy-saving wall
CN110080438A (en) A kind of incorporation basalt fibre regeneration concrete wall and apply method
CN103835401B (en) Covered with Angles silk screen Mortar Plates cross-frame foamed concrete bearing wall and the practice
CN201224941Y (en) Environment protection type structure thermal insulation concrete building block, masonry and anti-vibration residential building
CN103835440A (en) Wire-mesh-coated cement mortar plate-concrete combined bearing rectangular column and preparation method thereof
CN204876276U (en) Building heat preservation prefabricated section
CN103835414B (en) Covered with Angles silk screen Mortar Plates Z-shaped-frame foamed concrete bearing wall and the practice
CN103835403B (en) Covered with Angles silk screen Mortar Plates T-shaped frame foamed concrete bearing wall and the practice
CN201883700U (en) Structure for reinforcing floor boards or roof boards of building structures
CN105350790B (en) A kind of method of precast prestressed TRC plates reinforced steel concrete plate
CN204589839U (en) A kind of lytag sheet material ecological acoustic barrier
CN104674983B (en) Small-column space steel structure self-thermal insulation wall and manufacturing method thereof
CN204238264U (en) A kind of sole plate post-poured strip structure

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20210113

Address after: 100124 No. 100 Chaoyang District Ping Tian Park, Beijing

Patentee after: Beijing University of Technology

Patentee after: HEBEI HUIYUAN BUILDING MATERIAL Co.,Ltd.

Address before: 100124 No. 100 Chaoyang District Ping Tian Park, Beijing

Patentee before: Beijing University of Technology