CN2419292Y - Assembling building floor with low ribs - Google Patents

Assembling building floor with low ribs Download PDF

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Publication number
CN2419292Y
CN2419292Y CN 00203695 CN00203695U CN2419292Y CN 2419292 Y CN2419292 Y CN 2419292Y CN 00203695 CN00203695 CN 00203695 CN 00203695 U CN00203695 U CN 00203695U CN 2419292 Y CN2419292 Y CN 2419292Y
Authority
CN
China
Prior art keywords
plate
floor
formwork
mould
ribs
Prior art date
Application number
CN 00203695
Other languages
Chinese (zh)
Inventor
梁军
Original Assignee
梁军
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 梁军 filed Critical 梁军
Priority to CN 00203695 priority Critical patent/CN2419292Y/en
Application granted granted Critical
Publication of CN2419292Y publication Critical patent/CN2419292Y/en

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Abstract

The utility model discloses a combined building cover plate with hidden concrete ribs, which is composed of thin prefabricated slabs, mould casings, hidden ribs and an upper slab, wherein the thin prefabricated slabs are arranged horizontally at intervals, the mould casings are fixed to the thin prefabricated slabs, the hidden ribs are arranged between the adjacent thin prefabricated slabs or the adjacent mould casings and the upper slab is covered on the mould casings and is connected with the hidden ribs into a whole. The utility model has the advantages of favorable integrity, shock resistance, no crack, no water seepage, less use of mould plates because of only supporting the mould plates in the position of the hidden ribs in construction, low cost and high building speed.

Description

Combination concrete hidden rib floor structure
The utility model relates to a kind of building unit, particularly a kind of floor structure.
At present, brick mixes the most of precast hollow slab that adopts of building of method structure and frame construction as floor structure, it is fast that this floor structure has speed of application, advantages such as cost is low, but, only use cement blind owing to firmly do not link between adjacent two precast hollow slabs, thereby not only globality is poor, be unfavorable for antidetonation, and slit cracking, infiltration often occur, put to no little inconvenience and psychological pressure to resident family.For addressing the above problem, a lot of building have adopted the method for Cast-in-place concrete floor (solid, hollow).Though the Cast-in-place concrete floor has solved antidetonation and problems of crack, when construction, to use a large amount of templates, like this, not only increased expense, and the speed of application that slowed down, prolonged the duration.
The utility model purpose provides a kind of overall performance that had both had cast in site floor, combination concrete hidden rib floor structure that again can rapid construction.
The purpose of this utility model is realized by following technical scheme:
A kind of combination concrete hidden rib floor structure, it is by prefabricated plate, and formwork, dark rib, upper plate are formed, each prefabricated plate is horizontal positioned at interval, is fixed with formwork on prefabricated plate, is provided with dark rib between contiguous prefabricated thin plate or the formwork, upper plate covers on the formwork, and connects as one with dark rib.
Above-mentioned floor structure, the edge of described prefabricated plate is provided with outwardly directed embedded bar.
Above-mentioned floor structure, described dark rib and upper plate link into an integrated entity with the concrete cast.
Adopt the floor structure of this structure, the thin plate of lower floor is connected to each other, pour into an integrated entity with dark rib and upper plate again, therefore have good globality and shock resistance, also defectives such as crack, infiltration can not occur, and when cast only needs reduce the use amount of template greatly at dark flank position support shuttering, reduce expense, accelerated speed of application.
Below in conjunction with accompanying drawing the utility model is described in detail.
Fig. 1 is a structural profile schematic diagram of the present utility model;
Fig. 2 is an overall schematic of the present utility model;
Fig. 3 is the utility model thin plate schematic diagram;
Fig. 4 is the utility model formwork schematic diagram.
By seeing among Fig. 1, this combination concrete hidden rib floor structure divides three layers, bottom is a prefabricated plate 1, its thickness is greater than 20mm, aspect ratio is 1: 1-5: 1, and the polylith prefabricated plate is evenly distributed at certain intervals, between adjacent two prefabricated plates certain interval is arranged, reinforcing bar, steel wire or net sheet etc. are arranged as skeleton, to guarantee its intensity in the prefabricated plate.Outward flange is provided with outwardly directed embedded bar 5 around prefabricated plate 1, and the embedded bar of contiguous prefabricated thin plate can be connected.Skeletons such as reinforcing bar, steel wire or net sheet in the prefabricated plate can be connected as a single entity with embedded bar 5.Middle level on the prefabricated plate is a formwork 2, formwork can be solid, also hollow, its available plant straw, glass fiber reinforced plastic, sheet iron plate, light materials such as glass fibre cement are made, its profile can be made shapes such as rectangle, circle, polygon according to designing requirement, can play sound insulation, heat insulation effect.Formwork 2 is fixed on the prefabricated plate 1, is provided with dark rib 3 between the adjacent prefabricated plate 1 and between the adjacent formwork 2.The superiors at floor structure are upper plates 4, and upper plate forms by concrete is integrated poured, and after integrated poured, prefabricated plate, dark rib, upper plate become a reinforced concrete integral body.Have good globality, shock resistance, do not ftracture, do not seep water, its formwork can play good insulation, soundproof effect.
Sequence of construction: prefabricated plate on following in the position of designing dark rib, on thin plate, to put formwork, and the embedded bar of adjacent prefabricated plate is connected, connection can be adopted welding, colligation, modes such as overlap joint.Then formwork is fixed on the thin plate, carries out the concrete cast at last, finish combination concrete hidden rib floor structure.
Be the data of an embodiment below:
Prefabricated plate thickness 30mm, length * wide 1200mm * 1000mm;
Formwork thickness 100mm;
Dark rib width 200mm;
Last plate thickness 70mm.

Claims (3)

1. one kind is made up concrete rib floor structure, it is characterized in that: it is by prefabricated plate [1], formwork [2], dark rib [3], upper plate [4] are formed, each prefabricated plate [1] is horizontal positioned at interval, on prefabricated plate [1], be fixed with formwork [2], be provided with dark rib [3] between contiguous prefabricated thin plate [1] or the formwork [2], upper plate [4] covers on the formwork [2], and connects as one with dark rib [3].
2. floor structure according to claim 1 is characterized in that: there is embedded bar [5] edge of described prefabricated plate [1].
3. floor structure according to claim 2 is characterized in that: the thickness of described prefabricated plate is greater than 20mm, and its aspect ratio is 1: 1-5: 1, the skeleton that is connected as a single entity with embedded bar [5] is arranged in the thin plate.
CN 00203695 2000-02-23 2000-02-23 Assembling building floor with low ribs CN2419292Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 00203695 CN2419292Y (en) 2000-02-23 2000-02-23 Assembling building floor with low ribs

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 00203695 CN2419292Y (en) 2000-02-23 2000-02-23 Assembling building floor with low ribs

Publications (1)

Publication Number Publication Date
CN2419292Y true CN2419292Y (en) 2001-02-14

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN 00203695 CN2419292Y (en) 2000-02-23 2000-02-23 Assembling building floor with low ribs

Country Status (1)

Country Link
CN (1) CN2419292Y (en)

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CN100434609C (en) * 2002-04-30 2008-11-19 邱则有 Reinforced concrete slab
CN100434605C (en) * 2002-04-30 2008-11-19 邱则有 Stereo bearing shuttering for reinforced concrete
CN100366838C (en) * 2002-04-30 2008-02-06 邱则有 Reinforced concrete building floor with solid load-carrying structure
CN100368644C (en) * 2002-04-30 2008-02-13 邱则有 Steteo force bearing shuttering for steel concrete
CN100441801C (en) * 2002-04-30 2008-12-10 邱则有 Reinforced concrete slab
CN100429362C (en) * 2002-04-30 2008-10-29 邱则有 Reinforced concrete stereo bearing structure floorslab
CN100370097C (en) * 2002-04-30 2008-02-20 邱则有 Stereo force bearing shuttering for steel concrete
CN100441798C (en) * 2002-04-30 2008-12-10 邱则有 Stereo bearing shuttering for reinforced concrete
CN100441804C (en) * 2002-04-30 2008-12-10 邱则有 Reinforced concrete stereo bearing structure floorslab
CN100429363C (en) * 2002-04-30 2008-10-29 邱则有 Reinforced concrete stereo bearing structure floorslab
CN100429364C (en) * 2002-04-30 2008-10-29 邱则有 Reinforced concrete stereo bearing structure floorslab
CN101029514B (en) * 2002-04-30 2010-05-05 邱则有 Three-dimensional bearing building roof of steel-reinforced concrete
CN100386491C (en) * 2002-04-30 2008-05-07 邱则有 Building cover of reinforced bar concrete solid load-carrying structure
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CN1782253B (en) * 2002-04-30 2010-04-14 邱则有 Steel reinforced concrete stereo force bearing structure floor slab
CN100386492C (en) * 2002-04-30 2008-05-07 邱则有 Steel reinforced concrete stereo force bearing structure floor slab
CN100386493C (en) * 2002-04-30 2008-05-07 邱则有 Building cover of reinforced bar concrete solid load-carrying structure
CN100422454C (en) * 2002-04-30 2008-10-01 邱则有 Steel reinforced concrete slab
CN100422455C (en) * 2002-04-30 2008-10-01 邱则有 Reinforced concrete roofing with 3-D bearing structure
CN100427693C (en) * 2002-04-30 2008-10-22 邱则有 Reinforced concrete stereo bearing structure floorslab
CN100427700C (en) * 2002-04-30 2008-10-22 邱则有 Stereo force bearing shuttering for steel concrete
CN100455754C (en) * 2002-04-30 2009-01-28 邱则有 3D force bearing mould case for steel recnforced concrete
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CN100393956C (en) * 2002-04-30 2008-06-11 邱则有 Three-dimensional force-bearing shuttering for steel reinforced concrete
CN100439619C (en) * 2002-04-30 2008-12-03 邱则有 Reinforced concrete building floor with solid load-carrying structure
CN100455747C (en) * 2002-04-30 2009-01-28 邱则有 Steel reinforced concrete slab
CN100455746C (en) * 2002-04-30 2009-01-28 邱则有 Reinforced concrete slab
CN100420807C (en) * 2002-04-30 2008-09-24 邱则有 Reinforced concrete floor with stereo bearing structure
CN100449082C (en) * 2002-04-30 2009-01-07 邱则有 3D force bearing mould case for steel reinforced concrete
CN100449081C (en) * 2002-04-30 2009-01-07 邱则有 Basin shaped component for mould case of steel reinforced concrete
CN100445496C (en) * 2002-04-30 2008-12-24 邱则有 Reinforced concrete slab
CN100396865C (en) * 2002-04-30 2008-06-25 邱则有 Reinforced concrete stereo bearing structure floorslab
CN100445489C (en) * 2002-04-30 2008-12-24 邱则有 Reinforced concrete slab
CN100400766C (en) * 2002-04-30 2008-07-09 邱则有 Three-dimensional force-bearing shuttering for steel reinforced concrete
CN100400768C (en) * 2002-04-30 2008-07-09 邱则有 Stereo force bearing shuttering for steel concrete
CN100445492C (en) * 2002-04-30 2008-12-24 邱则有 Reinforced concrete stereo bearing structure floorslab
CN100420803C (en) * 2002-04-30 2008-09-24 邱则有 Reinforced concrete roofing with 3-D bearing structure
CN100445493C (en) * 2002-04-30 2008-12-24 邱则有 3D force bearing mould case for steel reinforced concrete
CN100419178C (en) * 2002-04-30 2008-09-17 邱则有 Stereo force bearing shuttering for steel concrete
CN100427699C (en) * 2002-04-30 2008-10-22 邱则有 3D force bearing mould case for steel reinforced concrete
CN100445495C (en) * 2002-04-30 2008-12-24 邱则有 Stereo bearing shuttering for reinforced concrete
CN100412291C (en) * 2002-04-30 2008-08-20 邱则有 3D roce bearing mould case for steel reinforced concrete
CN100402771C (en) * 2002-04-30 2008-07-16 邱则有 Reinforced concrete building floor with solid load-carrying structure
CN100402770C (en) * 2002-04-30 2008-07-16 邱则有 Reinforced concrete building floor with solid load-carrying structure
CN100412298C (en) * 2002-04-30 2008-08-20 邱则有 Stereo bearing shuttering for reinforced concrete
CN100402769C (en) * 2002-04-30 2008-07-16 邱则有 Building floor of reinforced concrete stereo force bearing structure
CN100402772C (en) * 2002-04-30 2008-07-16 邱则有 Building floor of reinforced concrete stereo force bearing structure
CN100412299C (en) * 2002-04-30 2008-08-20 邱则有 Stereo bearing shuttering for reinforced concrete
CN100406657C (en) * 2002-04-30 2008-07-30 邱则有 Reinforced concrete slab
CN100441800C (en) * 2002-04-30 2008-12-10 邱则有 Reinforced concrete slab
CN100406664C (en) * 2002-04-30 2008-07-30 邱则有 Stereo bearing shuttering for reinforced concrete
CN100408776C (en) * 2002-04-30 2008-08-06 邱则有 Reinforced concrete three-dimensional bearing structure floor
CN100408782C (en) * 2002-04-30 2008-08-06 邱则有 Stereo force bearing shuttering for steel reinforced concrete
CN100408775C (en) * 2002-04-30 2008-08-06 邱则有 Steel reinforced concrete three-dimensional force-bearing structure floorslab
CN100408780C (en) * 2002-04-30 2008-08-06 邱则有 Three-dimensional force-bearing shuttering for steel reinforced concrete
CN100441814C (en) * 2002-04-30 2008-12-10 邱则有 Stereo bearing shuttering for reinforced concrete
CN100408783C (en) * 2002-04-30 2008-08-06 邱则有 Stereo force bearing shuttering for steel concrete
CN100412283C (en) * 2002-04-30 2008-08-20 邱则有 Reinforced concrete stereo bearing structure floorslab
CN100441802C (en) * 2002-04-30 2008-12-10 邱则有 Steel reinforced concrete stereo load-carrying construction roof
CN100412292C (en) * 2002-04-30 2008-08-20 邱则有 3D force bearing mould case for steel reinforced concrete
CN100412293C (en) * 2002-04-30 2008-08-20 邱则有 3D force bearing mould case for steel reinforced concrete
CN100412294C (en) * 2002-04-30 2008-08-20 邱则有 Stereo force bearing shuttering for steel concrete
CN100412295C (en) * 2002-04-30 2008-08-20 邱则有 Stereo force bearing shuttering for steel concrete
CN100445487C (en) * 2002-04-30 2008-12-24 邱则有 Stereo bearing shuttering for reinforced concrete
CN100445494C (en) * 2002-04-30 2008-12-24 邱则有 Stereo bearing shuttering for reinforced concrete
CN100412300C (en) * 2002-04-30 2008-08-20 邱则有 Stereo bearing shuttering for reinforced concrete
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CN100402768C (en) * 2002-09-28 2008-07-16 邱则有 Mould case for cast-in-place concrete
CN100402767C (en) * 2002-09-28 2008-07-16 邱则有 Mould case for cast-in-place concrete
CN100393960C (en) * 2002-10-05 2008-06-11 邱则有 Thin-walled shuttering member for concrete hollow member
CN100393959C (en) * 2002-10-05 2008-06-11 邱则有 Thin-walled shuttering member for concrete hollow member
CN1991094B (en) * 2002-10-05 2010-05-12 邱则有 Thin wall form component for hollowing concrete
CN100390366C (en) * 2002-10-05 2008-05-28 邱则有 Thin-walled shuttering member for concrete hollow member
CN101230734B (en) * 2002-12-22 2011-05-04 湖南邱则有专利战略策划有限公司 Component for cast-in-situs reinforcing steel concrete pore-creating
CN100386494C (en) * 2003-03-04 2008-05-07 邱则有 Cast-in-situ reinforced concrete hollow building cover
CN100373028C (en) * 2003-03-04 2008-03-05 邱则有 Cast-in-situ reinforced concrete hollow building cover
CN100373024C (en) * 2003-03-04 2008-03-05 邱则有 Cast-in-situ reinforced concrete hollow building cover
CN100422463C (en) * 2003-03-04 2008-10-01 邱则有 Cast in-site hollow shuttering component
CN100362191C (en) * 2003-03-04 2008-01-16 邱则有 Preformed hollow member for spatial structured building over
CN100360753C (en) * 2003-03-04 2008-01-09 邱则有 Preformed hollow member for spatial structured building over
CN100400767C (en) * 2003-03-04 2008-07-09 邱则有 Cast-in-situ concrete building floor
CN100406659C (en) * 2003-03-04 2008-07-30 邱则有 Hollow cover of storied building fabricated from cast in-site reinforcing steel bar concrete
CN100434619C (en) * 2003-03-04 2008-11-19 邱则有 In-situ cast reinforced concrete floor slab
CN100434618C (en) * 2003-03-04 2008-11-19 邱则有 In-situ cast reinforced concrete floor slab
CN100366843C (en) * 2003-03-11 2008-02-06 邱则有 Formwork member for cast-in-situ concrete
CN101024995B (en) * 2003-05-06 2010-05-12 邱则有 Cast-in-situ steel reinforced concrete hollow board
CN101024992B (en) * 2003-05-06 2010-05-12 邱则有 Cast-in-situ steel reinforced concrete hollow board
CN1880668B (en) * 2003-05-06 2010-07-14 邱则有 Cast-in-situ reinforced concrete hollow slab
CN100441799C (en) * 2003-05-06 2008-12-10 邱则有 Cast-in-situ concrete filled hollow mould
CN100422457C (en) * 2003-05-20 2008-10-01 邱则有 Hollow component for concrete
CN100458055C (en) * 2003-05-20 2009-02-04 邱则有 Concrete hollow slab
CN100420805C (en) * 2003-05-20 2008-09-24 邱则有 Hollow component for concrete
CN100420804C (en) * 2003-05-20 2008-09-24 邱则有 Hollow component for concrete
CN100381662C (en) * 2003-05-26 2008-04-16 邱则有 Hollow component
CN100458052C (en) * 2003-05-26 2009-02-04 邱则有 Cavity construction member
CN100381663C (en) * 2003-05-26 2008-04-16 邱则有 Hollow component
CN100412280C (en) * 2003-06-02 2008-08-20 邱则有 Hollow cavity member
CN100412278C (en) * 2003-06-02 2008-08-20 邱则有 Hollow cavity member
CN100386488C (en) * 2003-06-26 2008-05-07 邱则有 Hollow cavity member
CN100412281C (en) * 2003-07-05 2008-08-20 邱则有 Hollow member for concrete
CN100420806C (en) * 2003-07-05 2008-09-24 邱则有 Hollow component for concrete
CN100422458C (en) * 2003-07-06 2008-10-01 邱则有 Hollow member for concrete
CN100356005C (en) * 2003-07-11 2007-12-19 邱则有 Hollow component for concrete
CN100356006C (en) * 2003-07-11 2007-12-19 邱则有 Hollow component for concrete
CN1896419B (en) * 2003-07-11 2010-07-14 邱则有 Concrete cavity construction member
CN100386490C (en) * 2003-07-11 2008-05-07 邱则有 Hollow component for concrete
CN100370094C (en) * 2003-07-11 2008-02-20 邱则有 Hollow component for concrete
CN100393952C (en) * 2003-07-11 2008-06-11 邱则有 Hollow member for concrete
CN100406658C (en) * 2003-07-11 2008-07-30 邱则有 Hollow component for concrete
CN100386489C (en) * 2003-07-11 2008-05-07 邱则有 Hollow component for concrete
CN100350110C (en) * 2003-07-13 2007-11-21 邱则有 Hollow construction member for concrete
CN100455749C (en) * 2003-07-13 2009-01-28 邱则有 Concrete cavity construction member
CN100396864C (en) * 2003-07-28 2008-06-25 邱则有 Cavity member for cast-in-situ concrete forming
CN100393967C (en) * 2003-07-29 2008-06-11 邱则有 Hollow member for cast-in-situ concrete forming
CN100458040C (en) * 2003-09-15 2009-02-04 邱则有 Cavity moulding-shell construction member
CN100458053C (en) * 2003-09-15 2009-02-04 邱则有 Cavity moulding-shell construction member
CN100400774C (en) * 2003-10-01 2008-07-09 邱则有 Shuttering member
CN100396867C (en) * 2003-10-01 2008-06-25 邱则有 Shuttering member
CN100400775C (en) * 2003-10-01 2008-07-09 邱则有 Shuttering member
CN100396866C (en) * 2003-10-01 2008-06-25 邱则有 Shuttering member
CN100393965C (en) * 2003-10-01 2008-06-11 邱则有 Mould component
CN100393963C (en) * 2003-10-01 2008-06-11 邱则有 Shuttering member
CN100400771C (en) * 2003-10-01 2008-07-09 邱则有 Shuttering member
CN100400773C (en) * 2003-10-01 2008-07-09 邱则有 Shuttering member
CN100400769C (en) * 2003-10-01 2008-07-09 邱则有 Shuttering member
CN100441812C (en) * 2003-10-01 2008-12-10 邱则有 Shuttering member
CN1793581B (en) * 2003-10-01 2012-01-18 湖南邱则有专利战略策划有限公司 Mould component
CN100408788C (en) * 2003-10-01 2008-08-06 邱则有 Shuttering member
CN100393962C (en) * 2003-10-01 2008-06-11 邱则有 Shuttering member
CN100420813C (en) * 2003-10-01 2008-09-24 邱则有 Mould component
CN100422466C (en) * 2003-10-01 2008-10-01 邱则有 Shuttering member
CN100422467C (en) * 2003-10-01 2008-10-01 邱则有 Shuttering member
CN100422465C (en) * 2003-10-01 2008-10-01 邱则有 Shuttering structural member
CN100439625C (en) * 2003-10-01 2008-12-03 邱则有 Cast-in-situ hollow floor with shuttering member
CN100362192C (en) * 2003-10-01 2008-01-16 邱则有 Mould component
CN100393966C (en) * 2003-10-01 2008-06-11 邱则有 Mould component
CN101220641B (en) * 2003-10-21 2012-09-12 湖南邱则有专利战略策划有限公司 Cavity formwork member
CN101144315B (en) * 2003-10-21 2011-03-02 湖南邱则有专利战略策划有限公司 Cavity form component
CN101144312B (en) * 2003-10-21 2011-12-21 湖南邱则有专利战略策划有限公司 Cavity form component
CN101144314B (en) * 2003-10-21 2011-04-13 湖南邱则有专利战略策划有限公司 Cavity form component
CN100455755C (en) * 2003-10-27 2009-01-28 邱则有 Permanent moulding-shell construction member
CN100336997C (en) * 2003-11-02 2007-09-12 邱则有 Concrete filled light mould member
CN100346040C (en) * 2003-11-02 2007-10-31 邱则有 Concrete filled light mould member
CN1293274C (en) * 2003-11-02 2007-01-03 邱则有 Concrete filled light mould member
CN1325737C (en) * 2003-11-02 2007-07-11 邱则有 Concrete filled light mould member
CN1325736C (en) * 2003-11-02 2007-07-11 邱则有 Concrete filled light mould member
CN1296584C (en) * 2003-11-02 2007-01-24 邱则有 Concrete filled light mould member
CN1296586C (en) * 2003-11-02 2007-01-24 邱则有 Concrete filled light mould member
CN1296585C (en) * 2003-11-02 2007-01-24 邱则有 Concrete filled light member
CN1304710C (en) * 2003-11-02 2007-03-14 邱则有 Concrete filled light mould member
CN100365219C (en) * 2003-11-02 2008-01-30 邱则有 Concrete filled light mould member
CN1991051B (en) * 2003-12-09 2011-03-02 湖南邱则有专利战略策划有限公司 Cavity form component for concrete filling
CN1629433B (en) * 2003-12-15 2011-04-27 湖南邱则有专利战略策划有限公司 A shuttering member
CN100396872C (en) * 2003-12-15 2008-06-25 邱则有 A shuttering member
CN1641140B (en) * 2004-01-06 2010-12-08 湖南邱则有专利战略策划有限公司 Combnied reinforced concrete hollow floorslab
CN100370104C (en) * 2004-01-06 2008-02-20 邱则有 Combined reinforced concrete hollow floor slab
CN101230732B (en) * 2004-05-25 2011-09-07 湖南邱则有专利战略策划有限公司 Bowl-shaped formwork component
CN100366842C (en) * 2004-05-25 2008-02-06 邱则有 Basin-like formwork
CN100365220C (en) * 2005-06-06 2008-01-30 邱则有 Cast-in-situ concrete hollow slab
CN100445488C (en) * 2005-08-01 2008-12-24 邱则有 Hollow member for cast-in-situ concrete moulding
CN101684676B (en) * 2009-08-25 2011-09-28 杨晓宏 Perlite polyphenylene compound filling block, method for preparing same and filled floor plate construction method

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