CN204919896U - Light gauge steel pump waters thick liquids battenboard infilled wall - Google Patents

Light gauge steel pump waters thick liquids battenboard infilled wall Download PDF

Info

Publication number
CN204919896U
CN204919896U CN201520646693.1U CN201520646693U CN204919896U CN 204919896 U CN204919896 U CN 204919896U CN 201520646693 U CN201520646693 U CN 201520646693U CN 204919896 U CN204919896 U CN 204919896U
Authority
CN
China
Prior art keywords
keel
post
wall
plate
steel
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
CN201520646693.1U
Other languages
Chinese (zh)
Inventor
柳长庆
柳永诠
潘常升
田雨泽
殷懿
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.)
Ji Jia Green Building Science And Technology Ltd
Original Assignee
Ji Jia Green Building Science And Technology 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
Application filed by Ji Jia Green Building Science And Technology Ltd filed Critical Ji Jia Green Building Science And Technology Ltd
Priority to CN201520646693.1U priority Critical patent/CN204919896U/en
Application granted granted Critical
Publication of CN204919896U publication Critical patent/CN204919896U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Landscapes

  • Building Environments (AREA)

Abstract

The utility model relates to a composite construction wall materials belongs to building material technical field. Light gauge steel pump waters thick liquids battenboard infilled wall effectively is connected the back with light gauge steel support body and major structure, utilizes fiber cement pressure plate formwork, adopts intelligence perfusion equipment in succession, on -the -spot pouring -in novel light weight rigidity insulation material and the one shot forming composite wall that makes. Wherein novel light weight rigidity insulation material regards as main raw material with industrial waste such as a large amount of mine tailings, forms unique prescription through adding composite additive to the novel heat preservation building material that the technological sub of applied chemistry foaming haircut bubble technique was made. This wall body has fire prevention A level, heat preservation, light, antidetonation, sound insulation, energy -conservation, environmental protection, with low costs, efficient, longe -lived, dependable performance, construction characteristics such as simple and convenient.

Description

A kind of lightgage steel joist pump waters slurry sandwiched plate infilled wall
Technical field
The utility model belongs to building material technical field, is specifically related to a kind of the utility model and relates to a kind of composite building materials for wall.
Background technology
On December 30th, 2011, State Council issued regulation in promulgated by the State Council [2011] No. 46 literary compositions " heat insulating material for external of newly-built, renovating and enlarging engineering must not use combustible material without exception; strict restriction uses combustible material, accelerates research and development and promotes the new building insulation material with good fireproof performance ".In December, 2012, the Fire-Fighting Bureau under the Ministry of Public Security issued No. 350 literary compositions " notices about civilian construction heat insulating material for external fire supervision management relevant issues ", determined to stop performing " No. 65 literary compositions ".Policy gets back to again No. 46 literary compositions of 2009." No. 46 literary compositions " refers in September, 2009 Ministry of Public Security and combines with house and town and country construction portion " civilian construction outer heat preservation system and the decoration of exterior wall prevent fires temporary provisions " that issue, its regulation " combustibility of civilian construction heat insulating material for external is preferably A level, and should lower than B2 level ".
The change not representing fire safety direction cancelled in No. 65 literary compositions, in the middle of construction industry " 12 " planning, before all the time safety being placed in environmental protection and energy saving.This illustrates, safety type heat insulating material is a developing direction all the time, improves the combination property of various material, is the developing direction of policy-making original intention and prospective material always.
Be that sole mass is little to the basic demand of non-bearing filling wall, to reduce the load to floor and floor layer, thickness is thin, to increase the usable floor area of building; And require sound insulation, water-fast, fire-resistant etc. according to specific environment.
It is after being effectively connected with agent structure by lightgage steel joist support body that lightgage steel joist pump waters slurry sandwiched plate infilled wall, after utilizing fiber cement board pressure formwork, CBA is joined in the finish mix slurries such as cementitious material, admixture, modifier, through a kind of novel light composite insulation wall containing a large amount of sealed porosity that mix and blend, moulding by casting, natural curing are formed.Foam concrete internal porosity does not communicate, so wall insulation performance is better, soundproof effect is better, and seepage rate is lower.
Utility model content
In order to solve the shortcoming that existing infilled wall technology exists, the purpose of this utility model proposes a kind of lightgage steel joist pump with advantages such as lightweight, sound insulation, waterproof, fire prevention, heat insulation and high environmental protections to water slurry sandwiched plate infilled wall.
The technical scheme that the utility model adopts is: it is after being effectively connected with agent structure by lightgage steel joist support body that lightgage steel joist pump waters slurry sandwiched plate infilled wall, utilize fiber cement board pressure formwork, adopt intelligent continous pouring equipment, the one-shot forming combined wall that scene pours into novel light rigid heat insulating material and makes.Wherein novel light rigid heat insulating material is using trade wastes such as a large amount of mine tailings as main raw material(s), unique formula is formed by the complex additive adding independent development, and a kind of thermal construction material that applied chemistry foaming technique replaces physical foaming technology to make.
A kind of lightgage steel joist pump waters slurry sandwiched plate infilled wall, adopts fiber cement board pressure to be template in lightgage steel joist support body outside, perfusion light rigidity heat insulating material and the one-shot forming combined wall made, is a kind of sandwiched plate infilled wall.
Described lightgage steel joist support body is the space lightweight steel construction be made up of keel post and steel band;
Described keel post is the vertical applied force component be arranged in sandwiched plate infilled wall, adopts lattice keel cylindricality formula;
Described steel band is the strip cut into by steel plate, for connecting the horizontal member of adjacent keel post.
Keel post is arranged along body of wall length, adjacent keel intercolumniation and 300-600mm, and keel post is more than 2.
Described lattice keel post is the keel post be made up of two crimping groove-shaped keels, batten plate and support plates of vertical parallel placement;
Described crimping groove-shaped keel makes raw material with continuous hot galvanizing steel plate or steel band, adopts the shaped steel that cold bending process is produced; Described batten plate is the steel plate with two crimping groove-shaped keel obliques in lattice keel post;
Described support plate is arranged on keel post upper/lower terminal, and the cross section perpendicular to length direction for being connected with constructure body structure to be built is the strip steel plate of L shape, and the support plate being positioned at keel post upper/lower terminal is affixed with keel respectively.
Described light rigidity heat insulating material is with mine tailing, cementitious material, water for Main Ingredients and Appearance, the light material prepared by chemical foaming technology;
Described mine tailing is the fine powder after 60-200 order, iron ore beneficiation; Described cementitious material is Portland cement 42.5;
The raw material of light rigidity heat insulating material consists of: water (40-45 kilogram), cementitious material (65-75 kilogram), mine tailing (25-35 kilogram), length 10-20mm polypropylene fibre (0.1-0.5 kilogram), water reducing agent (0.1-0.3 kilogram), early strength admixture (0.05-0.2 kilogram), mass concentration 27.5% industrial hydrogen peroxide (3.5-4.0 kilogram) prepare lightweight slurry.
Described fiber cement board pressure take fiber as reinforcing material, to dose the thin plate that part calcareous material is made for cementitious material in cement or cement.
Described continous pouring equipment is the special sizing agent perfusion equipment integrating slurry continuous production, pumping and build.
The keel post of more than 2 is arranged along body of wall length, adjacent keel intercolumniation and 300-600mm;
Steel band should be adopted between keel post to connect, and steel band should adopt the material identical with keel post to make, and thickness should not be less than the wall thickness of keel post post limb, and width should not be less than 50mm; Steel band and keel post adopt screw to be connected;
The panel (fiber cement board pressure) of keel post both sides vertically should splice along wall length direction, and the vertical abutment joint of panel should be positioned at the central authorities on the keel post edge of a wing, and the overlapping widths on panel and the keel post edge of a wing should not be less than 15mm; Steel band should be established in the horizontal joint position of panel, and the overlapping widths of panel and steel band should not be less than 20mm; Panel should adopt screw and keel post (vertical abutment joint), steel band (horizontal joint) fastening, and screw is preferably 10mm ~ 15mm apart from panel side, is preferably 15mm ~ 20mm apart from plate end.
In order to solve the weak point that existing infilled wall technology exists, the object of this invention is to provide a kind of new type of light gauge steel pump and water slurry sandwiched plate infilled wall, the construction requirement of cast in situs foam concrete can be realized, achieve the concept of integral wall, this wall construction is convenient, improve the mechanization degree of wall construction, there is the advantages such as lightweight, shockproof, sound insulation, waterproof, fire prevention, heat insulation and high environmental protection simultaneously.
It is as follows that lightgage steel joist pump of the present utility model waters slurry sandwiched plate infilled wall beneficial effect compared with existing infilled wall technology:
1, the foam concrete that prepared by the utility model has the characteristics such as density is little, compressive strength is high, acoustical and thermal is good; Foam concrete prepared by the present invention has good flame-retardant, and fire rating reaches A level, and fire endurance reaches 4 hours, has the advantage of life-span length simultaneously; Meanwhile, chemical foaming method for preparing foamed concrete method is simple, and investment of production cost is low, easy construction;
2, the utility model lightgage steel joist pump waters slurry sandwiched plate infilled wall and adopts a large amount of trade wastes, while the cost of production greatly reducing foamed concrete, also helps energy-conserving and environment-protective, meets the requirement of sustainable development.
3, the utility model lightgage steel joist pump waters slurry sandwiched plate infilled wall is a kind of NEW TYPE OF COMPOSITE high-performance body of wall integrating the superiority such as lightweight, sound insulation, sound absorption, antidetonation, fireproof, ecological, environmental protective.This system obviates a difficult problem for on-the-spot building construction difficult quality guarantee, also solve on-the-spot shortcoming of building height-limited system every day by laying bricks or stones, the body of wall that cast in situs is formed has integraty, avoids the construction quality common fault of metope cracking, decrease construction recruitment, achieve the mechanized construction of body of wall.
Accompanying drawing explanation
Fig. 1 is keel support body essential structure figure, 1---and keel post; 2---keel post on hole; 3---hole lower keel post; 4---additional keel post; 5---keel lintel; 6---keel window sill; 7---steel band;
Fig. 2 is that lightgage steel joist pump waters slurry sandwiched plate infilled wall essential structure figure;
1---keel post; 7---steel band; 8---panel; 9---core; 10---upper bracket plate; 11---lower support plate; 12---screw; 13---horizontal joint.
Detailed description of the invention
With reference to accompanying drawing 1, keel support body should be made up of keel post, steel band, and keel post is along the long suitable disposed at equal distance of wall, and spacing should calculate to be determined, is 450mm, between keel post, between keel post and additional keel post, steel band should be adopted to connect.Steel band should adopt the material identical with keel post to make, and thickness should not be less than the wall thickness of keel post post limb, and width should not be less than 50mm.Steel band and keel post should adopt ST5.5 screw to be connected, and each connecting portion must not be less than 2 pieces of screws.At door and window hole place, both sides, hole must be set up additional keel post and be connected with agent structure, and upper and lower horizontal direction sets up keel lintel and keel window sill respectively at hole, and must respectively keel lintel with agent structure, keel window sill and set up keel post on hole between agent structure, hole lower keel post is connected with agent structure.With reference to accompanying drawing 2, the panel of keel post both sides vertically should splice along wall length direction, and the vertical abutment joint of panel should be positioned at the central authorities on the keel post edge of a wing, and the overlapping widths on panel and the keel post edge of a wing should not be less than 15mm; Steel band should be established in the horizontal joint position of panel, and the overlapping widths of panel and steel band should not be less than 20mm; Panel should adopt should not be less than ST4.2 screw and keel post (vertical abutment joint), steel band (horizontal joint) is fastening, and screw is preferably 10mm ~ 15mm apart from panel side left and right edges, and the lower edges apart from plate end is preferably 15mm ~ 20mm;
Use continous pouring equipment, by water (42 kilograms), Portland cement 42.5 (70 kilograms), mine tailing (30 kilograms), 10-20mm polypropylene fibre (0.3 kilogram), water reducing agent (0.2 kilogram), early strength admixture (0.08 kilogram) mixing and stirring, add 27.5% industrial hydrogen peroxide (3.8 kilograms) and prepare light rigidity heat insulating material slurry.With reference to accompanying drawing 2, slurry mixture should arrange grout hole and steam vent by construction requirement before building, pumping equipment stratified continuous pouring should be adopted, build for every layer and be highly not more than 0.6m, off time is no less than 2h, slurry mixture test specimen should make cured under same condition test specimen at pouring location, detects its coefficient of thermal conductivity, apparent density and intensity, and witness sampling censorship answered by the cured under same condition test specimen of slurry.
The utility model has the performance such as high-strength light, heat-insulation and heat-preservation, and fireproof performance reaches A level fire-protection standard, and specific performance data are as follows:
The utility model have employed chemical foaming technology, body of wall shaping speed is improved greatly, molding time is short, the material settling out formed there will not be sedimentation phenomenon, the steady quality of product, the product that applied chemistry foaming technique is produced in addition does not need the making of the high cost such as supercharging maintenance, secondary energy sources consumption.

Claims (5)

1. lightgage steel joist pump waters a slurry sandwiched plate infilled wall, it is characterized in that:
Adopting fiber cement board pressure to be template in lightgage steel joist support body outside, perfusion light rigidity heat insulating material and the one-shot forming combined wall made, is a kind of sandwiched plate infilled wall.
2. lightgage steel joist pump according to claim 1 waters slurry sandwiched plate infilled wall, it is characterized in that: described lightgage steel joist support body is the space lightweight steel construction be made up of keel post and steel band;
Described keel post is the vertical applied force component be arranged in sandwiched plate infilled wall, adopts lattice keel cylindricality formula;
Described steel band is the strip cut into by steel plate, for connecting the horizontal member of adjacent keel post.
3. lightgage steel joist pump according to claim 1 and 2 waters slurry sandwiched plate infilled wall, it is characterized in that: keel post is arranged along body of wall length, adjacent keel intercolumniation and 300-600mm, and keel post is more than 2.
4. lightgage steel joist pump according to claim 2 waters slurry sandwiched plate infilled wall, it is characterized in that: described lattice keel post is the keel post be made up of two crimping groove-shaped keels, batten plate and support plates of vertical parallel placement;
Described crimping groove-shaped keel makes raw material with continuous hot galvanizing steel plate or steel band, adopts the shaped steel that cold bending process is produced; Described batten plate is the steel plate with two crimping groove-shaped keel obliques in lattice keel post;
Described support plate is arranged on keel post upper/lower terminal, and the cross section perpendicular to length direction for being connected with constructure body structure to be built is the strip steel plate of L shape, and the support plate being positioned at keel post upper/lower terminal is affixed with keel respectively.
5. lightgage steel joist pump according to claim 3 waters slurry sandwiched plate infilled wall, it is characterized in that:
The keel post of more than 2 is arranged along body of wall length, adjacent keel intercolumniation and 300-600mm;
Steel band should be adopted between keel post to connect, and steel band should adopt the material identical with keel post to make, and thickness should not be less than the wall thickness of keel post post limb, and width should not be less than 50mm; Steel band and keel post adopt screw to be connected;
The fiber cement board pressure of keel post both sides vertically should splice along wall length direction, and the vertical abutment joint of panel should be positioned at the central authorities on the keel post edge of a wing, and the overlapping widths on panel and the keel post edge of a wing should not be less than 15mm; Steel band should be established in the horizontal joint position of panel, and the overlapping widths of panel and steel band should not be less than 20mm; Panel should adopt screw and keel post, steel band fastening, and screw is preferably 10mm ~ 15mm apart from panel side, is preferably 15mm ~ 20mm apart from plate end.
CN201520646693.1U 2015-08-25 2015-08-25 Light gauge steel pump waters thick liquids battenboard infilled wall Active CN204919896U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520646693.1U CN204919896U (en) 2015-08-25 2015-08-25 Light gauge steel pump waters thick liquids battenboard infilled wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520646693.1U CN204919896U (en) 2015-08-25 2015-08-25 Light gauge steel pump waters thick liquids battenboard infilled wall

Publications (1)

Publication Number Publication Date
CN204919896U true CN204919896U (en) 2015-12-30

Family

ID=54969034

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520646693.1U Active CN204919896U (en) 2015-08-25 2015-08-25 Light gauge steel pump waters thick liquids battenboard infilled wall

Country Status (1)

Country Link
CN (1) CN204919896U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106481001A (en) * 2015-08-25 2017-03-08 集佳绿色建筑科技有限公司 A kind of lightgage steel joist pump pours slurry battenboard filling wall and preparation method thereof
CN106522407A (en) * 2016-11-18 2017-03-22 哈尔滨鸿盛房屋节能体系研发中心 Fabricated cast-in-place concrete sandwich insulation wall steel frame formwork system and connecting parts
CN106760073A (en) * 2017-01-04 2017-05-31 哈尔滨鸿盛房屋节能体系研发中心 Assembly concrete lining structural assembly
CN106801483A (en) * 2017-03-02 2017-06-06 青岛科瑞新型环保材料集团有限公司 A kind of non-dismantling formwork heat insulating decorative board external wall protection body system and its construction method
CN109779102A (en) * 2019-03-04 2019-05-21 中国五冶集团有限公司 Lattice keel expanded metal lath mould composite wall and its construction method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106481001A (en) * 2015-08-25 2017-03-08 集佳绿色建筑科技有限公司 A kind of lightgage steel joist pump pours slurry battenboard filling wall and preparation method thereof
CN106522407A (en) * 2016-11-18 2017-03-22 哈尔滨鸿盛房屋节能体系研发中心 Fabricated cast-in-place concrete sandwich insulation wall steel frame formwork system and connecting parts
CN106760073A (en) * 2017-01-04 2017-05-31 哈尔滨鸿盛房屋节能体系研发中心 Assembly concrete lining structural assembly
CN106801483A (en) * 2017-03-02 2017-06-06 青岛科瑞新型环保材料集团有限公司 A kind of non-dismantling formwork heat insulating decorative board external wall protection body system and its construction method
CN109779102A (en) * 2019-03-04 2019-05-21 中国五冶集团有限公司 Lattice keel expanded metal lath mould composite wall and its construction method

Similar Documents

Publication Publication Date Title
CN204919896U (en) Light gauge steel pump waters thick liquids battenboard infilled wall
CN106481001A (en) A kind of lightgage steel joist pump pours slurry battenboard filling wall and preparation method thereof
CN103435318B (en) Insulation board for external wall of building
CN104311108B (en) A kind of hydrophobic type inorganic nano warming plate and preparation method thereof
CN204571010U (en) Assembling type partition wall
CN106396732A (en) High-strength, light-weight and heat-insulation wallboard and production method thereof
CN102248575B (en) Process for manufacturing ultra-light cement-based thermal insulation waterproof board by cast-in-place method
CN109944382A (en) A kind of self-heat conserving TRC combined wall and preparation method thereof
CN111075107A (en) Assembled combined concrete external wall board and preparation and installation method thereof
CN105735546A (en) Construction method for constructing light-steel house roof with industrial by-product gypsum as binding material
CN102251594B (en) Production process of ultralight cement-based heat-insulation waterproof board
CN109133834B (en) High-strength gypsum partition board and preparation method thereof
CN204151989U (en) The cast-in-place double group of block type wall self-insulation system of half outsourcing sandwich
CN204152029U (en) Core double group of block type wall self-insulation system is sandwiched in half
CN102924039B (en) Composite foaming silicon-magnesium fireproof thermal insulation plate manufacturing process and applications of composite foaming silicon-magnesium fireproof thermal insulation plate in hull
CN205990680U (en) A kind of concrete composite wallboard
CN204151981U (en) Half outsourcing block type sandwich cast-in-situ wall Self-thermal-insulation System
CN204151931U (en) The cast-in-place double group of block type wall self-insulation system of novel half outsourcing sandwich
CN204151923U (en) The cast-in-place assembled wall Self-thermal-insulation System of half outsourcing block type sandwich
CN204152025U (en) The cast-in-place assembled wall Self-thermal-insulation System of novel half outsourcing block type sandwich
CN204370586U (en) The cast-in-place assembled wall Self-thermal-insulation System of the full sandwich of half outsourcing block type
CN204370585U (en) Novel half outsourcing sandwich double group of block type wall self-insulation system
CN204370584U (en) The cast-in-place double group of block type wall self-insulation system of the full sandwich of half outsourcing
CN204571077U (en) The large-scale out-hung panel of a kind of prefabricated box formula
CN204151997U (en) Half outsourcing block type sandwich assembled wall Self-thermal-insulation System

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant