CN107893506A - A kind of protectiveness rib template for building - Google Patents

A kind of protectiveness rib template for building Download PDF

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Publication number
CN107893506A
CN107893506A CN201711478458.8A CN201711478458A CN107893506A CN 107893506 A CN107893506 A CN 107893506A CN 201711478458 A CN201711478458 A CN 201711478458A CN 107893506 A CN107893506 A CN 107893506A
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CN
China
Prior art keywords
fiber
rib
cement mortar
gusset
template
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
Application number
CN201711478458.8A
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Chinese (zh)
Inventor
尹小林
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 Zichen Technology Development Co Ltd
Original Assignee
Changsha Zichen Technology Development 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
Application filed by Changsha Zichen Technology Development Co Ltd filed Critical Changsha Zichen Technology Development Co Ltd
Priority to CN201711478458.8A priority Critical patent/CN107893506A/en
Publication of CN107893506A publication Critical patent/CN107893506A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/06Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/32Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material
    • E04C2/324Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material with incisions or reliefs in the surface
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/20Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/30Columns; Pillars; Struts
    • E04C3/34Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/07Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/07Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
    • E04C5/073Discrete reinforcing elements, e.g. fibres

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

A kind of protectiveness rib template for building, mainly include rigid fiber mortar rib template, the rigid fiber mortar rib template includes gusset and rib, and the rib is fixed on the inner plate surface of gusset;The gusset and rib are made up of cement mortar or fiber cement mortar, or laterally and/or longitudinally arranged for interval is made in cement mortar or fiber cement mortar by muscle rope, or be made up of cement mortar or fiber cement mortar and fiber cloth and/or web, or be made up of cement mortar or fiber cement mortar and fiber cloth and/or web and/or cordage.The advantages that present invention protectiveness rib template for building has light weight, cracking resistance, excellent in cushion effect, simple in construction and easily manufactured, is readily transported, and cost is relatively low, and economy is feasible, is not required to form removal, beneficial to accelerating construction progress, improves construction quality;The moisture evaporation of newly-laid concrete slurry can be prevented;Personalizable is precision customized, is easy to construction and installation.

Description

A kind of protectiveness rib template for building
Technical field
The present invention relates to a kind of rib template, and in particular to one kind is easy to architectural engineering cast-in-situ steel reinforced concrete beam, post, building The protectiveness rib template for building of plate and wall etc..
Background technology
Currently, generally using structures such as cast-in-situ steel reinforced concrete beam column floors, its basic process includes taking for architectural engineering Frame, bundle set reinforcing bar, enclose rigid template, set band tightener, then pour into a mould concrete slurry tamping, after the complete setting and hardening of concrete, Form removal again.Its rigid template used includes plank sheathing, Bamboo Formwork, steel form, aluminum alloy mould plate or enhanced plastic template, although Can repeatedly it use, but the complex procedures of die-filling and form removal construction, time and effort consuming and human cost height.More allow engineering construction What side and construction party were had a headache is long construction period, because normal concrete is general to the intensity curing time needed for form removal after pouring Need one week or so or even longer, have a strong impact on project progress;Secondly, it is difficult because going along with sb. to guard him template and the positional distance of reinforcing bar in pattern plate bolster Situations such as with pattern plate bolster sliding when equilibrium determination or cast vibration and spillage so that the concrete protective of the reinforcing bar of standard requirement The benchmark that layer must not be less than 25~30mm cannot be guaranteed, or even dew muscle occurs, influence the durability of reinforced concrete structure;Again Then, the concrete after form removal stills need the daily regular watering of personnel or applying film moisture-keeping maintaining for a period of time, otherwise, Ke Nengyin Dehydration is burnt out and intensity is too poor or cracking is scrapped.Further, the concrete after form removal because of hydrated cementitious degree not completely, its intensity It is relatively low easily to have to repair because the collision in work progress causes partial destruction.
The content of the invention
The technical problems to be solved by the invention are to overcome drawbacks described above existing for prior art, there is provided one kind is easy to soon Speed goes along with sb. to guard him that to form monolithic reinforced concrete structure framed, it can be ensured that main reinforcement at least 25mm in reinforced concrete structure is thick Concrete cover, and form removal is not required to, perfect entirety can be formed with the concrete slurry strong bonded of cast, and to cast-in-place mixed The maintenance and construction for coagulating soil collide with to form structural preservation, the protectiveness rib template for building being readily transported.
The technical solution adopted for the present invention to solve the technical problems is as follows:A kind of protectiveness rib template for building, it is main To include rigid fiber mortar rib template, the rigid fiber mortar rib template includes gusset and rib, and the rib is consolidated Due on the inner plate surface of gusset;The gusset and rib are made up of cement mortar or fiber cement mortar, or by muscle rope laterally and/ Or longitudinally spaced be arranged in cement mortar or fiber cement mortar is made, or by cement mortar or fiber cement mortar and fiber Cloth and/or web are made, or by cement mortar or fiber cement mortar and fiber cloth and/or web and/or cordage system Into.
Further, the cement mortar or fiber cement mortar or cement mortar or fiber cement mortar and muscle rope or water Cement mortar or fiber cement mortar and fiber cloth and/or web or cement mortar or fiber cement mortar and fiber cloth and/or Rigid fiber mortar rib mould is made using moulding by casting or compression molding or extruding-out process in web and/or cordage Plate;The gusset of the rib template and rib integrated monoblock type shaping or can be fixedly connected after being molded respectively again.
Further, the gusset is flat board, cylindrical plate, arc or sketch plate.
Further, when for rectangular flat when, the width of the gusset is 150~1500mm, and length is 800~14000mm, Thickness is 3~25mm;When for arc when, the width of the gusset is 200~1500mm, and arc length is 800~10000mm, arc The number of degrees be 30 °~180 °, thickness is 5~25mm.
Further, the thickness of the rib is 3~25mm.
Further, the thickness of the gusset adds up to 25~30mm plus the thickness of rib.
Further, the rib it is parallel or it is crisscross be distributed on the same face of gusset, between adjacent, parallel rib Spacing is 40~400mm.When for arc when, vertical arc long spacing of the spacing between parallel gusset.
Further, the gusset edge of the rigid fiber mortar rib template or edge and end set have be easy to gusset it Between the tongue-and-groove mechanism that is linked and packed and/or seals, and/or the end set of the rib has tongue-and-groove mechanism.The shape of the tongue-and-groove Shape is U-shaped, L-shaped, V-arrangement or other irregular shapes.
Further, the rigid fiber mortar rib template is provided with built-in fitting or plate hole.The built-in fitting or plate hole are just Fix in installation or fixed using screw rod.
Further, the gusset edge of the rigid fiber mortar rib template is provided with ribbon elastomer or copolymer of fiber suede minuteness Strip of paper used for sealing.
Further, the protectiveness rib template for building also includes connecting elements.The connecting elements is used to connect admittedly Determine rigid fiber mortar rib template, form in-situ reinforced concrete slab or wall body structure protectiveness rib template or beam column Pattern plate bolster.
Further, the connecting elements include fiber cloth and/or web and/or magic strap or slide fastener or Pressure sensitive adhesive tape or Hinge or double buckle or connecting screw or anchor ear or corner positioning shackle member etc..The connecting elements can be with rigid fiber mortar muscle Rib template is integrally attached to or is connected with the gusset of rigid fiber mortar rib template or rib is connected or is fixed on gusset side Portion is independent connection component, and affixed or clamping or bolt connection rigid fiber mortar rib template form cast-in-place mixed during assembling Solidifying Tulou plate or wall body structure protectiveness rib template or beam column template frame;When using magic strap, the hook of the magic strap Face band and matte band are separately fixed at the edge for two pieces of rib templates for needing to fasten connection;When using slide fastener, the slide fastener Two engageable sidebands be separately fixed at need connect tense two pieces of rib templates edge.
Further, the protectiveness rib for building may be configured as that assembled fixed rib template, template can be overlapped each other Size(Width × length)Preferably 150~1500mm × 1000~12000mm.
Further, the muscle rope is silk thread or rope yarn or inorfil rope or the animals and plants of metallic cable or synthetic fibers Cordage.Muscle rope is fixed in the gusset of rigid fiber mortar rib template by cement mortar or fiber cement mortar are cementing, muscle Muscle rope in plate can not be appeared or appear in gusset edge, the company of tightening when the muscle rope appeared can be as installation between template Connection member.
Further, the fiber, fiber cloth, web, cordage, copolymer of fiber suede cotton are that inorfil and/or animals and plants are fine Dimension and/or synthetic fibers are made;The inorfil includes wire or inorganic mineral material fiber, and the wire is steel Silk etc., the inorganic mineral material fiber include glass fibre, alumina fibre, alumina silicate fibre, rock wool or mineral wool etc.;Institute Stating animal and plant fiber includes cotton fibriia, bamboo and woods fiber, rice wheat straw rod fibers, wool or silk fiber etc.;The synthetic fibers For high molecular polymer chemical fibre, including terylene and/or continuous synthetic fibre etc..
Further, the cement mortar is the mixture paste or cement of known cement and sand and the mixture slurry of sandstone Material, the fiber cement mortar are known dispersible chopped fiber and cement, the mixture paste of sand or sandstone.
Beneficial effects of the present invention:
(1)The invention with traditional cement, sand material/sandstone, each fiber etc. be made cast-in-situ steel reinforced concrete beam, Post, floor, wall protectiveness rib template, there is light weight, cracking resistance, excellent in cushion effect, it is simple in construction and easily manufactured, Be readily transported, the advantages that cost is relatively low, and economy is feasible, can effectively ensure the architecture quality of cast-in-situ steel reinforced concrete, also for The expansion application of traditional cement cementitious material provides a kind of brand-new scheme;
(2)Rib template of the present invention is easy to quickly go along with sb. to guard him that to form monolithic reinforced concrete structure framed, it can be ensured that armored concrete The concrete cover of main reinforcement at least 25mm thickness in structure, and form removal is not required to, beneficial to accelerating construction progress, improve construction Quality, also it is beneficial to clean construction, can effectively reaches and the effect of energy-saving and emission-reduction and environmental protection;
(3)Rib template of the present invention can form perfect entirety with the concrete slurry strong bonded of cast, and to cast-in-place coagulation The maintenance and construction of soil collide with to form structural preservation, can also prevent the moisture evaporation of newly-laid concrete slurry;
(4)Specification, shape and the connecting elements of rib template of the present invention, built-in fitting etc. can enter according to Architectural Design Requirements Row is personalized precision customized, is readily transported and construction and installation.
Brief description of the drawings
Fig. 1 is the embodiment of the present invention 1 using protectiveness rib template for building made of fiber cement mortar and muscle rope Structural representation;
Fig. 2 is knot of the embodiment of the present invention 2 using protectiveness rib template for building made of fiber cement mortar and web Structure schematic diagram;
Fig. 3 is the embodiment of the present invention 3 using post protectiveness rib pattern plate bolster made of cement mortar and fiber cloth, web Cross-sectional structure schematic diagram;
Fig. 4 is the embodiment of the present invention 4 using wall protectiveness rib pattern plate bolster made of cement mortar and fiber cloth, muscle rope Vertical section structure schematic diagram;
Fig. 5 is the embodiment of the present invention 5 using the vertical of floor protectiveness rib template made of fiber cement mortar and fiber cloth Cross section structure schematic diagram.
Embodiment
With reference to embodiment and accompanying drawing, the invention will be further described.
Raw material used in the embodiment of the present invention, unless otherwise specified, obtained by routine business approach.
Embodiment 1
As shown in figure 1, a kind of protectiveness rib template for building, mainly includes rigid fiber mortar rib template 1, the rigidity Fibre mortar rib template 1 includes plate shaped gusset 11 and rib 12, and rib 12 is perpendicularly fixed at the inner panel of plate shaped gusset 11 On face;The plate shaped gusset 11 and rib 12 are using steel wire muscle rope 101 and fiber cement mortar 102 through pouring forming technology It is integrated into, steel wire muscle rope 101 is longitudinally spaced to be arranged in fiber cement mortar 102;The width of plate shaped gusset 11 is 600mm, length 10000mm, thickness 15mm, the thickness of rib 12 is 15mm, and the thickness of plate shaped gusset 11 adds rib 12 thickness adds up to 30mm, and article adjacent ribs 12 are with the parallel longitudinal inner plate surface for being distributed in plate shaped gusset 11 of 300mm spacing On;The edge of the plate shaped inner plate surface of gusset 11 is provided with U-shaped tongue-and-groove 106, rib template during for forming floor or wall form frame Between insert seal connection.
Embodiment 2
As shown in Fig. 2 a kind of protectiveness rib template for building, mainly includes rigid fiber mortar rib template 1 and connection structure Part 2, the rigid fiber mortar rib template 1 include plate shaped gusset 11 and rib 12, and rib 12 is perpendicularly fixed at plate shaped On the inner plate surface of gusset 11;The plate shaped gusset 11 and rib 12 use fiber cement mortar 102 and steel wire fibre net 103 It is integrated into through die press technology for forming, steel wire fibre net 103 and the strong bonded of fiber cement mortar 102 are simultaneously coated on rigid fibre Tie up the surface of mortar rib template 1;The width of plate shaped gusset 11 is 500mm, length 1000mm, thickness 10mm, rib 12 Thickness be 15mm, the thickness of plate shaped gusset 11 adds up to 25mm plus the thickness of rib 12, and article adjacent ribs 12 are with 40mm's Spacing is parallel longitudinal to be distributed on the inner plate surface of plate shaped gusset 11;The edge of the plate shaped inner plate surface of gusset 11 is provided with L-shaped tongue-and-groove Mechanism 106, tongue and groove during for forming beam column template frame between rib template are tightly connected;The connection member 2, mainly includes Magic strap mechanism 201, the hook side band of magic strap mechanism 201 are fixed on the edge of rigid fiber mortar rib template 1, can be with needs Combine the matte band bonding composition integral type protectiveness rib pattern plate bolster of the rigid fiber mortar rib template edge of connection.
Embodiment 3
As shown in figure 3, a kind of post protectiveness rib pattern plate bolster, mainly includes 4 pieces of rigid mortar rib templates 1 and connecting elements 2, the rigid mortar rib template 1 mainly includes circular arc gusset 11 and rib 12, and rib 12 is perpendicularly fixed at circular arc muscle On the inner plate surface of plate 11;The circular arc gusset 11 and rib 12 use cement mortar 102 and continuous synthetic fibre web 103, linen-cotton Fiber cloth 104 is integrated into through die press technology for forming, and continuous synthetic fibre web 103 is firmly bonded to rigid sand with cement mortar 102 The inner side of rib template 1 is starched, cotton fibriia cloth 104 is firmly bonded to the outer of rigid mortar rib template 1 with cement mortar 102 Side;The width of circular arc gusset 11 is 500mm, and arc length 1500, the number of degrees of arc are 90 °, thickness 10mm, and the thickness of rib 12 is 15mm, the thickness of circular arc gusset 11 add up to 25mm plus the thickness of rib 12, and article adjacent ribs 12 are with arc length 200mm spacing It is parallel longitudinal to be distributed on the inner plate surface of circular arc gusset 11;The edge of circular arc gusset 11 is provided with the L-shaped seat mortising machine that can be overlapped Structure 106, the outer ledge of the rigid mortar rib template 1 are provided with connecting elements 2, and the connecting elements 2 mainly includes anchor ear 202,4 pieces 90 DEG C of the circular arc rigidity mortar rib template 1 that anchor ear 202 overlaps tongue-and-groove mechanism 106 holds integral circle tightly Shape post protectiveness rib pattern plate bolster.
Embodiment 4
As shown in figure 4, a kind of wall protectiveness rib pattern plate bolster, including polylith rigid fiber mortar rib template 1, it is described firm Property fibre mortar rib template 1 includes plate shaped gusset 11 and rib 12, and rib 12 is perpendicularly fixed at the interior of plate shaped gusset 11 In plate face;The plate shaped gusset 11 and rib 12 use cement mortar 102 and polyester fiber cloth 104, continuous synthetic fibre fiber bar rope 105 are integrated into through extrusion forming process, and polyester fiber cloth 104 and the strong bonded of cement mortar 102 are simultaneously coated on rigid fibre The surface of mortar rib template 1 is tieed up, continuous synthetic fibre fiber bar rope 105 is arranged laterally at a spacing in cement mortar 102;Plate shaped gusset 11 Width be 900mm, length 5000mm, thickness 20mm, the thickness of rib 12 is 5mm, and the thickness of plate shaped gusset 11 adds The thickness of upper rib 12 adds up to 25mm, and article adjacent ribs 12 are distributed in plate shaped gusset 11 so that 80mm spacing is horizontally-parallel In plate face;The edge of the inner plate surface of plate shaped gusset 11 is provided with the edge of U-shaped tongue-and-groove 106 and the outer plate surface in plate shaped gusset 11 U-shaped tenon 107 corresponding with the size of tongue-and-groove 106;The rigid fiber mortar rib template 1 is also reserved with logical for connecting elements 2 The plate hole 108 crossed;The connecting elements 2, main to include connecting screw 203, connecting screw 203 passes through and is reserved in rigid fiber sand The plate hole 108 of rib template 1 is starched, is compressed by two end nuts, by the plate shaped rigid fiber mortar rib template 1 of polylith by tongue-and-groove 106, which overlap the two sides form walls being assembled into tenon 107, forms complete cast-in-place concrete structure wall protectiveness pattern plate bolster.
Embodiment 5
As shown in figure 5, a kind of floor protectiveness rib pattern plate bolster, mainly includes rigid fiber mortar rib template 1, it is described firm Property fibre mortar rib template 1 includes plate shaped gusset 11 and rib 12, and rib 12 is perpendicularly fixed at the interior of plate shaped gusset 11 In plate face;The plate shaped gusset 11 is made up of fiber cement mortar 102 and bamboo and woods fiber net 103 through pouring forming technology, institute Rib 12 is stated to be made up through die press technology for forming of fiber cement mortar 102 and bamboo and woods fiber net 103, fiber cement mortar 102 with The strong bonded of bamboo and woods fiber net 103 is simultaneously coated on the plate shaped gusset 11 of rigid fiber mortar rib template 1 and the table of rib 12 Face;The width of plate shaped gusset 11 is 1000mm, length 8000mm, thickness 15mm, and the thickness of rib 12 is 10mm, flat board The thickness of the thickness ribbed 12 of shape gusset 11 is 25mm, and article adjacent ribs 12 are with the parallel longitudinal distribution of 350mm spacing and bonding It is fixed on the inner plate surface of plate shaped gusset 11;The edge of plate shaped gusset 11 is additionally provided with L-shaped tongue-and-groove mechanism 106, for forming Tongue and groove overlap joint during beam column template frame between rib template is connected, and polylith rigid fiber mortar rib template 1 passes through seat mortising machine The overlap joint of structure 106 is assembled into complete floor protectiveness rib pattern plate bolster.

Claims (9)

  1. A kind of 1. protectiveness rib template for building, it is characterised in that:Mainly include rigid fiber mortar rib template, it is described firm Property fibre mortar rib template includes gusset and rib, and the rib is fixed on the inner plate surface of gusset;The gusset and rib Be made up of cement mortar or fiber cement mortar, or by muscle rope laterally and/or longitudinally arranged for interval in cement mortar or fiber water Be made in cement mortar, or be made up of cement mortar or fiber cement mortar and fiber cloth and/or web, or by cement mortar or Fiber cement mortar and fiber cloth and/or web and/or cordage are made.
  2. 2. protectiveness rib template for building according to claim 1, it is characterised in that:The cement mortar or fibre cement Mortar or cement mortar or fiber cement mortar and muscle rope or cement mortar or fiber cement mortar and fiber cloth and/or fiber Net or cement mortar or fiber cement mortar and fiber cloth and/or web and/or cordage using moulding by casting or are molded into Rigid fiber mortar rib template is made in type or extruding-out process;The gusset and rib of the rib template can be integrated whole Body formula is molded or is fixedly connected again after being molded respectively.
  3. 3. protectiveness rib template for building according to claim 1 or claim 2, it is characterised in that:The gusset is flat board, cylinder Shape plate, arc or sketch plate;When for rectangular flat when, the width of the gusset is 150~1500mm, length is 800~ 14000mm, thickness are 3~25mm;When for arc when, the width of the gusset is 200~1500mm, arc length is 800~ 10000mm, the number of degrees of arc are 30 °~180 °, and thickness is 5~25mm;The thickness of the rib is 3~25mm;The gusset Thickness adds up to 25~30mm plus the thickness of rib;The rib it is parallel or it is crisscross be distributed on the same face of gusset, Spacing between adjacent, parallel rib is 40~400mm.
  4. 4. according to one of claims 1 to 3 protectiveness rib template for building, it is characterised in that:The rigid fiber sand The gusset edge or edge and end set of slurry rib template have the seat mortising machine for being easy to be linked and packed and/or seal between gusset Structure, and/or the end set of the rib have tongue-and-groove mechanism.
  5. 5. according to one of Claims 1 to 4 protectiveness rib template for building, it is characterised in that:The rigid fiber sand Slurry rib template is provided with built-in fitting or plate hole.
  6. 6. according to one of Claims 1 to 5 protectiveness rib template for building, it is characterised in that:The rigid fiber sand The gusset edge of slurry rib template is provided with ribbon elastomer or copolymer of fiber suede minuteness strip of paper used for sealing.
  7. 7. according to one of claim 1~6 protectiveness rib template for building, it is characterised in that:The protection for building Property rib template also includes connecting elements;The connecting elements include fiber cloth and/or web and/or magic strap or slide fastener or Pressure sensitive adhesive tape or hinge or double buckle or connecting screw or anchor ear or corner positioning shackle member.
  8. 8. according to one of claim 1~7 protectiveness rib template for building, it is characterised in that:The muscle rope is metal The silk thread or rope yarn or inorfil rope or animal and plant fiber rope of rope or synthetic fibers.
  9. 9. according to one of claim 1~8 protectiveness rib template for building, it is characterised in that:The fiber, fiber Cloth, web, cordage, copolymer of fiber suede cotton are made up of inorfil and/or animal and plant fiber and/or synthetic fibers;It is described inorganic Fiber includes wire or inorganic mineral material fiber, and the wire is steel wire, the inorganic mineral material fiber bag Include glass fibre, alumina fibre, alumina silicate fibre, rock wool or mineral wool;It is fine that the animal and plant fiber includes cotton fibriia, bamboo and wood Dimension, rice wheat straw rod fibers, wool or silk fiber;The synthetic fibers are high molecular polymer chemical fibre, including terylene and/or silk floss Synthetic fibre.
CN201711478458.8A 2017-12-29 2017-12-29 A kind of protectiveness rib template for building Pending CN107893506A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107938966A (en) * 2017-12-29 2018-04-20 长沙紫宸科技开发有限公司 A kind of permanent ornamental moulded plate for building
CN109162449A (en) * 2018-10-29 2019-01-08 黄淮学院 A kind of protectiveness rib template for building
CN109349749A (en) * 2018-12-19 2019-02-19 深圳大学 The zipper of the civil engineering field of reinforcement of rapid high intensity permanent engagement can be achieved
CN112323965A (en) * 2020-11-13 2021-02-05 杭州绿锦建筑设计咨询有限公司 Blocking structure of basement equipment room and construction method thereof

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CN203050101U (en) * 2012-12-06 2013-07-10 天津市易诺利科技发展有限公司 Two-surface plastic film clear water circular template
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CN207812815U (en) * 2017-12-29 2018-09-04 长沙紫宸科技开发有限公司 Protectiveness rib template for building

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Publication number Priority date Publication date Assignee Title
JPH08128151A (en) * 1994-10-31 1996-05-21 Maeda Corp Precast form board
CN2597607Y (en) * 2003-02-12 2004-01-07 成军 Prefabricated composite structure template
CN103572771A (en) * 2012-08-02 2014-02-12 中国石油化工集团公司 Ring wall foundation and socket-joint type prefabricated part thereof
CN203050101U (en) * 2012-12-06 2013-07-10 天津市易诺利科技发展有限公司 Two-surface plastic film clear water circular template
CN104120883A (en) * 2014-08-06 2014-10-29 辽宁舜德国泰科工贸有限公司 Construction method for non-removal fire-prevention heat-preservation building component formwork
CN207812815U (en) * 2017-12-29 2018-09-04 长沙紫宸科技开发有限公司 Protectiveness rib template for building

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107938966A (en) * 2017-12-29 2018-04-20 长沙紫宸科技开发有限公司 A kind of permanent ornamental moulded plate for building
CN109162449A (en) * 2018-10-29 2019-01-08 黄淮学院 A kind of protectiveness rib template for building
CN109349749A (en) * 2018-12-19 2019-02-19 深圳大学 The zipper of the civil engineering field of reinforcement of rapid high intensity permanent engagement can be achieved
CN109349749B (en) * 2018-12-19 2023-08-29 深圳大学 Zipper capable of realizing rapid high-strength permanent engagement and used in civil engineering reinforcement field
CN112323965A (en) * 2020-11-13 2021-02-05 杭州绿锦建筑设计咨询有限公司 Blocking structure of basement equipment room and construction method thereof
CN112323965B (en) * 2020-11-13 2022-04-29 杭州绿锦建筑设计咨询有限公司 Blocking structure of basement equipment room and construction method thereof

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