CN102587537A - L-shaped steel screen composite mortar light weight hollow wall structure with embedded columns - Google Patents
L-shaped steel screen composite mortar light weight hollow wall structure with embedded columns Download PDFInfo
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- CN102587537A CN102587537A CN2012100405507A CN201210040550A CN102587537A CN 102587537 A CN102587537 A CN 102587537A CN 2012100405507 A CN2012100405507 A CN 2012100405507A CN 201210040550 A CN201210040550 A CN 201210040550A CN 102587537 A CN102587537 A CN 102587537A
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Abstract
The invention relates to an L-shaped steel screen composite mortar light weight hollow wall structure with embedded columns, belonging to a novel energy-saving, light-weight and heat-insulating composite hollow wall. The hollow wall structure comprises a steel truss, a steel screen, a composite mortar layer, a polystyrene panel, a plurality of tie bars, a plurality of hidden beams and a plurality of embedded columns. A structure layer of the hollow wall consisting of the steel truss, the steel screen and the composite mortar layer is mainly applied in surrounding structures and bearing structures; the polystyrene panel is located between the stele truss and the steel screen; an energy-saving layer is formed after the surface is coated by the composite mortar, and is mainly used for preserving heat and insulating heat and sound; the hidden beams and the embedded columns are arranged in the hollow wall in order to adjust the rigidity, promote the expanding performance and improve the shock resistance of the hollow wall. The hollow wall structure provided by the invention is an environment-friendly, energy-saving and heat-insulating composite mortar hollow wall structure, and integrates the excellent performances of light weight, high strength, good overall performance, good shock resistance and easy and convenient construction.
Description
Technical field
The present invention relates to be with sleeper L shaped steel expanded metals composite mortar light hollow wall construction, belong to a kind of novel energy-conserving, lightweight, insulation composite hollow body of wall.
Background technology
Along with the needs of social production development and people's life, the demand of dwelling house grows with each passing day, and one of which, masonry structure often are used as load-bearing or space enclosing structure.For this reason, the consumption of masonry is also in sharp increase.Loam brick once should be used as in the load-bearing or enclosed structure in the building widely.Loam brick exists that energy consumption is high, body of wall is big from great, poor seismic behavior, masonry project amount, cause energy consumption and environment pollution also very serious.Do not meet simultaneously China's STRATEGIES OF SUSTAINABLE DEVELOPMENT yet.Protect the fields for implementing, the fundamental state policy of energy conservation and protection environment, country forbids the use of clay solid brick, adopts green, energy saving materials for wall and advocate.Its two, be in the main dwelling house system with little high level, adopt the more of frame-shear wall or shear wall structure.Tradition cast-in-place shear wall structure, the deadweight of body of wall, rigidity is big, ductility is poor, thermal insulation difference etc. can not satisfy the new demand of modern green, energy saving building to materials for wall.
The novel wall structure that expanded metal lath composite mortar light hollow is a kind of lightweight, high-strength, low energy consumption, anti-seismic performance is good; It has done bold innovation to materials for wall and building structure, and this novel hollow wall structure meets green low-carbon, the energy-saving and emission-reduction idea of development that China " 12 " planning outline (six) proposes fully.This hollow wall structure adopts polyphenyl plate to fill in the middle of being, can alleviate deadweight, reduces the rigidity of structure, increases structure ductility, and has good thermal and insulating performance.It has easy, the advantages such as making is simple, easy construction of drawing materials; And also have huge social benefit and environmental benefit at aspects such as energy-saving and emission-reduction.
Summary of the invention
The object of the invention is to provide a kind of and is mainly used in space enclosing structure or premium properties such as the load-carrying members collection is in light weight, intensity is high, overall performance is good, energy-saving heat preserving, sound insulation is good, anti-seismic performance is good, easy construction are the green of one, energy-conservation, thermal insulation composite mortar hollow wall; Particularly a kind of band sleeper L shaped steel expanded metals composite mortar light hollow wall construction is to solve present green, the energy saving building new demand problem to materials for wall.
For realizing above-mentioned purpose, the technical scheme that the present invention adopts is following:
A kind of band sleeper L shaped steel expanded metals composite mortar light hollow wall construction is characterized in that: comprise steel truss, expanded metal lath, composite mortar layer, polyphenyl plate, tension rib, dark beam, sleeper; Said expanded metal lath, composite mortar layer are set in turn in the steel truss outside, and said steel truss, expanded metal lath and composite mortar layer are formed the deck of hollow wall, are mainly used in space enclosing structure, load-carrying members; Said polyphenyl plate is installed between steel truss, the expanded metal lath, constitutes energy-conservation layer, main insulation, heat insulation, the deadening of rising; Be arranged at intervals with dark beam and the sleeper that becomes horizontal and vertical setting respectively in the said hollow wall structure, play its rigidity of adjustment, improve its ductility, improve the effect of its anti-seismic performance.Wherein, Said band sleeper L shaped steel expanded metals composite mortar light hollow structural corners place is provided with the sleeper in a L type cross section; All the other sleeper are rectangle, and said band sleeper L shaped steel expanded metals composite mortar light hollow structural corners intersection also is provided with the tension rib that is used for the body of wall splicing.
Further, said steel truss is to be welded to form by vertical Φ 4300 cold drawn wires, horizontal Φ 4300 cold drawn wires and vertical S type Φ 4150 cold drawn wires.
Further, said expanded metal lath adopts the standard expanded steel diamond mesh, and its thickness is 0.4mm~0.8mm, and mesh size is 8 * 16mm, 10 * 20mm or 20 * 25mm.
Further, said composite mortar layer is the high-performance composite mortar that fusion entringite type expansion agent, silicon ash, these super fine powder additives of flyash and fiber reinforced material form, and its thickness is 35mm~40mm.
Further, the thickness of said polyphenyl plate is 40mm~50mm.
Further, said tension rib is the cold drawn wire of diameter 4mm, and spacing is 300mm.
Further, the sectional dimension of said dark beam is 50 * 120mm~80 * 120mm, and spacing is 400~600mm.
Further, the sleeper in said L type cross section, its free extension in every limb edge of a wing and width be (0~120mm) * 120mm, all the other rectangle sleeper sectional dimensions are 50 * 120mm~80 * 120mm, spacing is 600~900mm.
The present invention has the following advantages:
1, use is flexible, compliance is strong.Have in light weight, premium properties such as intensity is high, overall performance good, energy-saving heat preserving, sound insulation, antidetonation, easy construction.Can be used as non-bearing wall bodies such as infilled wall, internal partition wall, exterior wall and roof panel.Also can be used as the bearing wall of dwelling house and the lightweight shear wall of framework.
2, environmental protection.Fill insulant material, as expanded polystyrene, foam gather that ammonia is cruel, expanded perlite, frog stone etc.; Also can adopt with the waste and scrap is main cheap heat insulating material, like the leftover bits and pieces of waste and old diffusing rock wool, mineral wool, foamed plastics, be mixed with the slag of aglite etc.And have advantages such as in light weight, insulation, sound insulation, easy construction.
3, composite material.The high-performance composite mortar that uses is the advanced composite material (ACM) that in ordinary mortar, mixes super fine powder additives such as entringite type expansion agent, silicon ash, flyash and fiber reinforced material formation.The high-performance composite mortar has characteristics such as good toughness, elongation per unit length is big, adhesive property is good.These two kinds of materials with different properties of high-performance composite mortar and steel mesh reinforcement play a different role in structure, and steel mesh reinforcement mainly plays humidification, and the composite mortar layer mainly plays protection and anchorage effect.Learn from other's strong points to offset one's weaknesses between the two, act synergistically, thereby improve the service behaviour of member.
4, good fire prevention, resistance to elevated temperatures.The high-performance composite mortar is a cementitious materials, is again protective materials, need not do overcoat in addition.Test shows that when the high-performance composite mortar reached 600 ℃ in temperature, its intensity reduction was not more than 30%.The high-performance composite mortar can be protected steel mesh reinforcement effectively under the high temperature, makes it continue to carry.
5, easy construction, cheap.Wall body structure is divided into factory process and the job site makes two parts.Gauze wire cloth body of wall by factory process transports the job site to, be spliced into required house wall at the scene after, the composite mortar with the regulation label is put on the surface again, accomplishes the making of house bearing wall.Also have cheap, construction is convenient, be easy to promote, construction quality advantages such as assurance easily.
Through accompanying drawing and embodiment the present invention program is done further detailed description below.
Description of drawings
Fig. 1 is a floor map of the present invention;
Fig. 2 is a generalized section of the present invention;
Fig. 3 is a steel truss assembly axonometric drawing of the present invention;
Fig. 4 is a front schematic view of the present invention;
Description of reference numerals
1, steel truss, 2, expanded metal lath, 3, composite mortar, 4, polyphenyl plate, 5, tension rib, 6, dark beam, 7, sleeper.
The specific embodiment
Shown in Fig. 1-4; A kind of band sleeper L shaped steel expanded metals composite mortar light hollow wall construction of the present invention; The basic wall element of L type that it mainly is made up of steel truss 1, expanded metal lath 2, composite mortar layer 3, polyphenyl plate 4, tension rib 5, dark beam 6, sleeper 7; When the basic wall element more than 2 splices, adopt tension rib 5 to connect, its spacing is 300mm.Described steel truss 1, expanded metal lath 2, composite mortar layer 3 are formed the deck of hollow walls, are mainly used in space enclosing structure, load-carrying members, are installed between steel truss 1, the expanded metal lath 2 by described polyphenyl plate 4;, composite mortar forms energy-conservation layer after wiping one's face; Main insulation, heat insulation, the deadening of rising, described dark beam 6, sleeper 7 are arranged in the hollow wall, play its rigidity of adjustment; Improve its ductility, improve the effect of its anti-seismic performance.Wherein, said steel truss 1 is to be welded to form by vertical Φ 4300 cold drawn wires, horizontal Φ 4300 cold drawn wires, vertical S type Φ 4150 cold drawn wires.Said expanded metal lath 2 is employing standard expanded steel diamond mesh, and its thickness of slab is 0.4mm, and mesh size is 8 * 16mm.Said composite mortar layer 3 is the high-performance composite mortar of super fine powder additives such as fusion entringite type expansion agent, silicon ash, flyash and fiber reinforced material formation, and its thickness is 40mm.Said polyphenyl plate 4 thickness are 40mm, and dark beam, sleeper place are being set, and reserving width is the space of 50mm.The sectional dimension of said dark beam 6 is 50 * 120mm, and spacing is 600mm.Wherein, the sleeper 7 of corner is L type cross section, and its free extension in every limb edge of a wing and width are 120mm * 120mm, and rectangle sleeper sectional dimension in addition is 50 * 120mm, and spacing is 600mm.
The above is merely wherein a kind of embodiment of invention, also can be used for other structural element and reinforce.Can after factory's medium quantity batch processing, transport job site splicing desired structure to for the hollow wall elementary cell, composite mortar is wiped one's face and is accomplished construction.Every any modification that technical spirit is made above embodiment according to the present invention, change or equivalent structure change, and all should belong to the protection domain of technical scheme of the present invention.
Claims (8)
1. a band sleeper L shaped steel expanded metals composite mortar light hollow wall construction is characterized in that: comprise steel truss (1), expanded metal lath (2), composite mortar layer (3), polyphenyl plate (4), tension rib (5), dark beam (6), sleeper (7); Said expanded metal lath (2), composite mortar layer (3) are set in turn in steel truss (1) outside, and said steel truss (1), expanded metal lath (2) and composite mortar layer (3) are formed the deck of hollow wall; Said polyphenyl plate (4) is installed between steel truss (1), the expanded metal lath (2), constitutes energy-conservation layer; Be arranged at intervals with the dark beam (6) and the sleeper (7) that become horizontal and vertical setting respectively in the said hollow wall structure; Wherein, Said band sleeper L shaped steel expanded metals composite mortar light hollow structural corners place is provided with the sleeper (7) in a L type cross section; All the other sleeper (7) are rectangle, and said band sleeper L shaped steel expanded metals composite mortar light hollow structural corners place also is provided with the tension rib (5) that is used for the body of wall splicing.
2. band sleeper L shaped steel expanded metals composite mortar light hollow wall construction according to claim 1 is characterized in that: said steel truss (1) is to be welded to form by vertical Φ 4300 cold drawn wires, horizontal Φ 4300 cold drawn wires and vertical S type Φ 4150 cold drawn wires.
3. band sleeper L shaped steel expanded metals composite mortar light hollow wall construction according to claim 1; It is characterized in that: said expanded metal lath (2) adopts the standard expanded steel diamond mesh; Its thickness is 0.4mm~0.8mm, and mesh size is 8 * 16mm, 10 * 20mm or 20 * 25mm.
4. band sleeper L shaped steel expanded metals composite mortar light hollow wall construction according to claim 1; It is characterized in that: the high-performance composite mortar that said composite mortar layer (3) forms for fusion entringite type expansion agent, silicon ash, these super fine powder additives of flyash and fiber reinforced material, its thickness is 35mm~40mm.
5. band sleeper L shaped steel expanded metals composite mortar light hollow wall construction according to claim 1, it is characterized in that: the thickness of said polyphenyl plate (4) is 40mm~50mm.
6. band sleeper L shaped steel expanded metals composite mortar light hollow wall construction according to claim 1, it is characterized in that: said tension rib (5) is the cold drawn wire of diameter 4mm, spacing is 300mm.
7. band sleeper L shaped steel expanded metals composite mortar light hollow wall construction according to claim 1, it is characterized in that: the sectional dimension of said dark beam (6) is 50 * 120mm~80 * 120mm, spacing is 400~600mm.
8. band sleeper L shaped steel expanded metals composite mortar light hollow wall construction according to claim 1; It is characterized in that: the sleeper (7) in said L type cross section; Its free extension in every limb edge of a wing and width are (0~120mm) * 120mm; All the other rectangle sleeper (7) sectional dimensions are 50 * 120mm~80 * 120mm, and spacing is 600~900mm.
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103556755A (en) * | 2013-11-06 | 2014-02-05 | 北京工业大学 | Single-line reinforcement thermal insulation bearing shear wall with L-shaped hidden posts at end parts and manufacturing method of shear wall |
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EP0424306B1 (en) * | 1989-10-20 | 1993-05-05 | Minas Iosifides | Suspended surfaces for the application of plasters |
CN1621635A (en) * | 2003-11-30 | 2005-06-01 | 潘旭鹏 | Technology and method for producing and mounting light thermal insulation composite plate |
CN1982554A (en) * | 2005-05-23 | 2007-06-20 | 吴淑环 | Thermal-insulating binded composite wall with supporter |
CN201546370U (en) * | 2009-11-06 | 2010-08-11 | 上海同华加固工程有限公司 | Novel shock proof reinforcing conformation post |
CN101858124A (en) * | 2010-06-07 | 2010-10-13 | 南昌大学 | Novel seismic hardening constructional column of masonry structure |
CN101936046A (en) * | 2010-03-22 | 2011-01-05 | 吴淑环 | Heat preservation composite wall provided with meshed plaster on two sides |
CN202509657U (en) * | 2012-02-21 | 2012-10-31 | 北京工业大学 | Light composite mortar hollow wall structure with embedded column L-shaped steel screen |
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2012
- 2012-02-21 CN CN201210040550.7A patent/CN102587537B/en not_active Expired - Fee Related
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0424306B1 (en) * | 1989-10-20 | 1993-05-05 | Minas Iosifides | Suspended surfaces for the application of plasters |
CN1621635A (en) * | 2003-11-30 | 2005-06-01 | 潘旭鹏 | Technology and method for producing and mounting light thermal insulation composite plate |
CN1982554A (en) * | 2005-05-23 | 2007-06-20 | 吴淑环 | Thermal-insulating binded composite wall with supporter |
CN201546370U (en) * | 2009-11-06 | 2010-08-11 | 上海同华加固工程有限公司 | Novel shock proof reinforcing conformation post |
CN101936046A (en) * | 2010-03-22 | 2011-01-05 | 吴淑环 | Heat preservation composite wall provided with meshed plaster on two sides |
CN101858124A (en) * | 2010-06-07 | 2010-10-13 | 南昌大学 | Novel seismic hardening constructional column of masonry structure |
CN202509657U (en) * | 2012-02-21 | 2012-10-31 | 北京工业大学 | Light composite mortar hollow wall structure with embedded column L-shaped steel screen |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN103556755A (en) * | 2013-11-06 | 2014-02-05 | 北京工业大学 | Single-line reinforcement thermal insulation bearing shear wall with L-shaped hidden posts at end parts and manufacturing method of shear wall |
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