CN202466992U - Self-heat-insulation heat-preservation ring beam - Google Patents

Self-heat-insulation heat-preservation ring beam Download PDF

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Publication number
CN202466992U
CN202466992U CN2011204891933U CN201120489193U CN202466992U CN 202466992 U CN202466992 U CN 202466992U CN 2011204891933 U CN2011204891933 U CN 2011204891933U CN 201120489193 U CN201120489193 U CN 201120489193U CN 202466992 U CN202466992 U CN 202466992U
Authority
CN
China
Prior art keywords
heat
insulation
preservation
wall
collar tie
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.)
Expired - Fee Related
Application number
CN2011204891933U
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Chinese (zh)
Inventor
黄靓
戴光校
黄埔军
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.)
Changsha Huaxin Construction Engineering Technology Co., Ltd.
Original Assignee
CHANGSHA HUAKUN BUILDING MATERIALS TECHNOLOGY CO 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
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Priority to CN2011204891933U priority Critical patent/CN202466992U/en
Application granted granted Critical
Publication of CN202466992U publication Critical patent/CN202466992U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a self-heat-insulation heat-preservation ring beam. The ring beam consists of a heat-preservation part and a load bearing part; the heat-preservation part is formed by combining and bricking special U-shaped heat-preservation combined blocks; and the load bearing part is formed by erecting vertical ribs and hoopings in grooves of the U-shaped brick blocks of the heat-preservation part and then concreting. The heat-preservation part consisting of the U-shaped combined blocks not only has a heat-preservation effect, but also can be used as a template in construction. A part of template engineering is omitted in construction, so that not only can the construction cost be saved, but also the construction speed is accelerated. Therefore, the self-heat-insulation heat-preservation ring beam provided by the utility model has the characteristics of good energy conservation effect, convenience in construction and good economical effect.

Description

A kind of from the heat-insulation and heat-preservation collar tie beam
Technical field
The application belongs to building field, specifically belongs to building energy saving field.
Background technology
At present, the building energy consumption of China has accounted for about 30% of national total energy consumption.And in American-European developed country, building energy consumption can account for higher.And popular External Walls Heating Insulation has external wall outer insulation, the gentle sandwich wall of exterior wall insulating at present.Interior insulation is to add in the inside of external wall structure to do insulation layer.Because insulation layer is made in body of wall inside, has reduced the usable floor area of the commercial house; Next is the secondary decoration that influences the resident, does not hang the weight of decoration painting and so on the indoor wall, and interior wall suspension and mounting article are easy to destroy internal insulation structure; Be once more in possibly producing body of wall mouldy with phenomenon such as dewfall.External Thermal Insulation Technology for External still has jejune place; Such as constructional difficulties and cost than higher, run into that bad weather comes off easily, seepage; External thermal insulation system different life-spans with building structure in application life, external thermal insulation system maintenance difficult, the energy-saving investment cost is higher and can not tile fixing and hang defective such as marble, even the danger of initiation fire is arranged.So-called self heat insulation wall is meant to need not in the body of wall inboard or the outside increases the insulation measure, and himself thermal technology's index just can reach the wall body structure of national and local existing design standard for energy efficiency of buildings requirement.Improving the building maintenance structure form to improve the building thermal property, is one of important channel of building energy conservation.Exterior wall self-heat conserving system based on self-insulation wall material is compared with exterior wall internal insulation or external insulation system, advantage such as has and cost is low safe, reliable, durable, receives at present widely and paying close attention to.State lives the portion of building and also carries out self-heat conserving structural system energetically.
When masonry structure adopts self-heat conserving structural system; Building block can be adopted heat insulation building block; But prior art central sill, post, collar tie beam, constructional column can only adopt the bigger material of this coefficient of thermal conductivity of steel concrete, therefore can produce large-area heat bridge, the heat insulating effect of the self-heat conserving system that reduces greatly; And; Carry out that the quantity of collar tie beam and constructional column is appreciable in the masonry structure that antidetonation considers, therefore be necessary prior art is improved, the application mainly solves the heat bridge problem by the collar tie beam generation.The application provides a kind of self-heat preservation heat insulation collar tie beam to reach the effect of collar tie beam part self-heat conserving.
Summary of the invention
For solving the heat bridge problem of collar tie beam part, reach the self-heat conserving effect, the application proposes following technical scheme: a kind of from the heat-insulation and heat-preservation collar tie beam, partly form by the insulating sections of collar tie beam and the bearing load of collar tie beam.The collar tie beam insulating sections is to adopt a kind of U type insulation combination block group to build to form, and bearing load partly is in the groove of the U of insulating sections type insulation combination block, to set up vertical muscle and stirrup, and concreting constitutes then.The insulating sections that U type insulation combination block constitutes has not only played the effect of thermal insulation, and when construction, can play the effect of template, when construction, has saved a part of form work engineering, has both practiced thrift construction cost, has accelerated construction speed again.U type insulation combination block is made up of outer wall I (5), outer wall II (8) and a base plate (6), and they surround a U type structure, and middle groove (4) is reserved by the bearing load part of building collar tie beam; The thickness of outer wall II (8) is 3-5 times of outer wall I (5) thickness, has an incubation cavity (7) in the outer wall II (8), and incubation cavity is filled with heat preserving and insulating material in (7); Further; Heat insulating material is a foam concrete, or expanded perlite, or polystyrene block; Or polyurethane heat insulation material, or polyphenyl heat-insulating granules.
The application compared with prior art has following advantage:
1, realized the collar tie beam self-heat conserving, the perfect self-heat conserving system of structure;
Template when 2, having saved the collar tie beam construction is practiced thrift cost, accelerating construction progress.
Description of drawings
Fig. 1 is the application's axonometric drawing;
Fig. 2 is U type insulation combination block axonometric drawing;
Fig. 3 is for joining piece I axonometric drawing;
Fig. 4 is for joining piece II axonometric drawing;
Fig. 5 is a corner connected mode sketch map;
Fig. 6 is a body of wall junction sketch map.
The explanation of accompanying drawing mark
1-U type insulation combination block 2-concrete 3-reinforcing bar 4-groove 5-outer wall I 6-base plate 7-incubation cavity 8-outer wall II 9-joins piece I 10-and joins the piece II.
The specific embodiment
Below in conjunction with accompanying drawing the application is described further.
Embodiment 1:
When doing foundation ring beam use; On the basis, U type insulation combination block being pressed Fig. 1 group builds; Corner and body of wall junction will be joined the piece I by shown in figure (5), the figure (6), joined piece II and U type insulation combination block group block, in groove, set up principal rod and stirrup then, and then concreting; Because combination block has certain intensity, build the completion continued and lay bricks.
Embodiment 2:
When doing middle part collar tie beam use; On the body of wall that puzzles, U type insulation combination block is built by Fig. 1 group; Corner and body of wall junction will be joined the piece I by shown in figure (5), the figure (6), joined piece II and U type insulation combination block group block, in groove, set up principal rod and stirrup then, and then concreting; Because combination block has certain intensity, build the completion continued and lay bricks.
Embodiment 3:
When doing the top beam use; On the body of wall that puzzles, U type insulation combination block is built by Fig. 1 group, press shown in figure (5), the figure (6) corner and body of wall junction will join the piece I, join the piece II and U type insulation combination block group is built, and lay floor and beam forms then; Reinforcement placing, last monobloc cast.
Above-mentioned accompanying drawing and embodiment only are used to explain that the application is more preferably a kind of; Protection domain to the application does not constitute any limitation, and those skilled in the art in the utility model scheme scope, carries out common variation and replacement all should be included within the protection domain of the utility model.

Claims (3)

1. one kind from the heat-insulation and heat-preservation collar tie beam; Partly form by insulating sections and bearing load; It is characterized in that: insulating sections is to adopt a kind of U type insulation combination block group to build to form; Bearing load partly is in the groove of the U of insulating sections type insulation combination block, to set up vertical muscle and stirrup, and concreting constitutes then.
2. as claimed in claim 1 a kind of from the heat-insulation and heat-preservation collar tie beam; The U type insulation assembled building blocks that it adopts is characterised in that: U type combination block is made up of outer wall I (5), outer wall II (8) and a base plate (6); They surround a U type structure, and middle groove (4) is reserved by the bearing load part of building collar tie beam, and the thickness of outer wall II (8) is 3-5 times of outer wall I (5) thickness; Have an incubation cavity (7) in the outer wall II (8), incubation cavity is filled with heat preserving and insulating material in (7).
3. as claimed in claim 1 a kind of from the heat-insulation and heat-preservation collar tie beam; The U type insulation assembled building blocks that it adopts is characterised in that: it is characterized in that heat insulating material is a foam concrete, or expanded perlite, or polystyrene block; Or polyurethane heat insulation material, or polyphenyl heat-insulating granules.
CN2011204891933U 2011-11-30 2011-11-30 Self-heat-insulation heat-preservation ring beam Expired - Fee Related CN202466992U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011204891933U CN202466992U (en) 2011-11-30 2011-11-30 Self-heat-insulation heat-preservation ring beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011204891933U CN202466992U (en) 2011-11-30 2011-11-30 Self-heat-insulation heat-preservation ring beam

Publications (1)

Publication Number Publication Date
CN202466992U true CN202466992U (en) 2012-10-03

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104264837A (en) * 2014-09-02 2015-01-07 绿建科技集团新型建材高技术有限公司 Inorganic fire-proof self-insulation system of completely covered bricked wall body
CN104763103A (en) * 2015-04-11 2015-07-08 桂林理工大学 Construction method of assembling-type prefabricated concrete ring beam
CN105464383A (en) * 2014-09-03 2016-04-06 中国建筑第四工程局有限公司 Arc ring beam construction method and ring beam formwork building block

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104264837A (en) * 2014-09-02 2015-01-07 绿建科技集团新型建材高技术有限公司 Inorganic fire-proof self-insulation system of completely covered bricked wall body
CN105464383A (en) * 2014-09-03 2016-04-06 中国建筑第四工程局有限公司 Arc ring beam construction method and ring beam formwork building block
CN104763103A (en) * 2015-04-11 2015-07-08 桂林理工大学 Construction method of assembling-type prefabricated concrete ring beam
CN104763103B (en) * 2015-04-11 2016-09-28 桂林理工大学 A kind of construction method of prefabricated concrete collar tie beam

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GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: CHANGSHA HUAXIN CONSTRUCTION ENGINEERING TECHNOLOG

Free format text: FORMER OWNER: CHANGSHA HUAKUN BUILDING SCIENCE AND TECHNOLOGY CO., LTD.

Effective date: 20131009

C41 Transfer of patent application or patent right or utility model
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 410205 CHANGSHA, HUNAN PROVINCE TO: 410082 CHANGSHA, HUNAN PROVINCE

TR01 Transfer of patent right

Effective date of registration: 20131009

Address after: 410082 Hunan Province, Yuelu District city Yuelu District Huang Changsha Street 5 5 unit 6 Building 3 floor

Patentee after: Changsha Huaxin Construction Engineering Technology Co., Ltd.

Address before: Hunan University science and Technology Park Building No. 186 Hunan province 410205 city Changsha Changsha Changsha city high tech Development Zone, room 619 Yuan Lu Valley

Patentee before: Changsha Huakun Building Materials Technology Co.,Ltd.

CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20121003

Termination date: 20151130

EXPY Termination of patent right or utility model