KR20030032214A - The filling method and construction of insulating material of steel-concrete construction used lightweight aerated concrete. - Google Patents

The filling method and construction of insulating material of steel-concrete construction used lightweight aerated concrete. Download PDF

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Publication number
KR20030032214A
KR20030032214A KR1020010063832A KR20010063832A KR20030032214A KR 20030032214 A KR20030032214 A KR 20030032214A KR 1020010063832 A KR1020010063832 A KR 1020010063832A KR 20010063832 A KR20010063832 A KR 20010063832A KR 20030032214 A KR20030032214 A KR 20030032214A
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South Korea
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concrete
panel
construction
track
lightweight
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KR1020010063832A
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Korean (ko)
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이인호
강성필
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(주)청진건설산업
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Priority to KR1020010063832A priority Critical patent/KR20030032214A/en
Publication of KR20030032214A publication Critical patent/KR20030032214A/en

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    • 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
    • E04B2/8623Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466Details of the elongated load-supporting parts
    • E04B2001/2478Profile filled with concrete
    • 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
    • E04B2002/8676Wall end details

Abstract

PURPOSE: An insulation charging method of a steel concrete structure using lightweight aerated concrete is provided to reduce construction expenses, to shorten the period of construction and to improve the precision of construction and the stiffness of a joint. CONSTITUTION: The insulation charging method of a steel concrete structure using lightweight aerated concrete comprises the steps of assembling an unit panel manufactured with an upper track(4), a lower track, a joist(7), a stud(8), a gusset plate(5) and a brace(6) using a base track, attaching a double-sided adhesive tape on both edges of the unit panel to prevent the outflow of the lightweight aerated concrete, attaching insulations on both sides attached with the double-sided adhesive tape, attaching a plaster board or plywood(15) on the insulations, interposing an injection pipe in each lightweight aerated concrete inlet(3) of the unit panel separated by a stud(8), then filling up lightweight aerated concrete from the lower side of a panel in a job site.

Description

경량기포콘크리트를 이용한 스틸콘크리트구조물의 단열재 충진방법 및 구조(CJC-5){The filling method and construction of insulating material of steel-concrete construction used lightweight aerated concrete.}CJC-5 {The filling method and construction of insulating material of steel-concrete construction used lightweight aerated concrete.}
본 발명은 현재 수요가 점차 증가되고 있는 스틸하우스 및 스틸콘크리트 구조물에 있어 경량기포콘크리트를 단열재 및 방음에 대한 충진재로 현장에서 충진하여 사용하는 구조 및 방법을 제시한 것으로써 기존의 방법들은 단위 패널화 하여 공장에서 생산하여 현장으로 이동함으로써 상차,하차,운반 등의 물류비용의 증가, 중량의 제품을 운반하는 과정에서 파손 등의 단점 및 비교적 고가의 유리섬유 , 암면 , 스치로폴등을 현장에서 충진함으로 인한 인건비의 상승 및 공사기간 단축의 어려움을 초래하 있으며 현장에서 작업내용의 변경 등에 따른 대처가 어려운 단점이 있다.The present invention is to present a structure and method for using light-filled foam concrete in the field as a filler for insulation and sound insulation in the steel house and steel concrete structure, the demand is gradually increasing, the existing methods by unit panel Production costs are increased by loading and unloading and transporting at the factory and moving to the site, and defects such as damage in the process of transporting heavy products, and labor costs by filling relatively expensive glass fiber, rock wool and Schiropol in the field It is difficult to cope with the change of the work contents in the field, which leads to the difficulty of increasing the construction period and shortening the construction period.
본 발명은 상기한 기존건축공법의 단점을 보완할 목적으로,스틸하우스용 냉연아연드금 부재들을 현장에서 또는 공장에서 경량기포콘크리트(16)를 충진하지 않은 상태로 제작하여 현장으로 운반,조립한 다음 양쪽 측면의 가장자리에 경량기포콘크리트의 누출을 막는 용도의 양면테이프(13)를 붙이고 양쪽 측면에 단열재(14)을 붙이고 그 위에 석고보드 또는 합판류(15)를 붙인다. (이때 단열재(14), 석고보드,합판류(15)등은 가설재가 아니고 패널을 마감하는 구조재로써 다시 해체할 필요가 없다.)그리고 양측에 가설재인 경량의 잔넬(10)을 직결피스로 스터드(8)등 구조체 아연도금철판에 고정하여 경량기포콘크리트(16)의 타설시 측압을 해결한다. 이렇게 하여 상부트랙에 설치된 투입구(3)로 비중이 낮고 단열성능이 우수하며 저렴한 경량기포콘크리트(16)를 투입하여 타설 및 양생한 후 가설재인 경량잔넬(10)을 해체하고 양쪽 각각의 표면에 마감재를 붙여 벽체를 마감한다.이는 기존의 스틸구조물의 단열,충진재로 쓰이는 비교적 고가의 재료인 유리섬유,암면,스치로폴등을 단열 및 방음성능이 우수하고 수급이 원활하며 단가가 저렴한 경량가포콘크리트(16)를 현장에서 주입 타설하여, 현장의 작업내용 변경에 따른 대처가 쉬우며,접합부위의 강성을 최고화 하고 [도 1]에서처럼 각층의 패널 A,B,C,B',C',B",C"...등을 속이 빈 상태로 조립하고 일시에 경량기포콘크리트를 충진함으로서 공사기간을 단축시키며 잔재의 발생을 없애는 방법 및 구조이다.The present invention for the purpose of supplementing the disadvantages of the existing construction method, the cold-rolled zinc zinc members for the steel house on-site or in the factory to produce a light foamed concrete (16) without filling, transported and assembled to the site The double-sided tape 13 for preventing the leakage of lightweight foam concrete is attached to the edges of both sides, and the insulation 14 is attached to both sides, and gypsum board or plywood 15 is attached thereto. (At this time, the heat insulating material 14, gypsum board, plywood 15, etc. is not a temporary material, it is not necessary to disassemble again as a structural material to finish the panel.) And studs lightweight panels 10 on both sides as a direct connection piece (8) The structure is fixed to the galvanized steel sheet to solve the lateral pressure when the lightweight foamed concrete 16 is placed. In this way, the inlet (3) installed in the upper track, the low specific gravity, excellent thermal insulation performance and inexpensive lightweight foam concrete (16) is put into the casting and curing after dismantling the lightweight glass (10) of the temporary material and the finishing material on each surface This is a lightweight foam concrete with excellent insulation and soundproofing performance, smooth supply and low cost for glass fiber, rock wool, sciropol, etc., which are relatively expensive materials used for insulation and filling of existing steel structures. ) Injecting and pouring in the field, it is easy to cope with changes in the work content of the site, to maximize the stiffness of the joint portion and to panel A, B, C, B ', C', B "of each layer as shown in FIG. It is a method and structure that shortens the construction period and eliminates remnants by assembling empty, C ", etc. and filling lightweight foam concrete at one time.
도 1은 구조물의 조립상태를 나타낸 사시도1 is a perspective view showing the assembled state of the structure
도 2는 단위패널A의 조립도2 is an assembly view of the unit panel A
도 3은 단위패널A의 조립상세도3 is a detailed assembly view of the unit panel A
도 4는 단위패널A의 조립상세도4 is a detailed assembly view of the unit panel A
도 5는 기둥 및 보의 조립을 나타낸 A부분 상세도5 is a detailed view of the portion A showing the assembly of the column and beam
<도면의 주요부분에 대한 부호의 설명><Description of the code | symbol about the principal part of drawing>
1 : 기둥용 파이프 2 : 보용 각파이프1: column pipe 2: beam square pipe
3 : 경량기포콘크리트 투입구 4 : 상부트랙3: Lightweight foam concrete inlet 4: Upper track
5 : 가세플레이트 6 : 브레싱5: Gaset plate 6: breathing
7 : 조이스트 8 : 스터드7: Joist 8: Stud
9 : 하부트랙 10 : 경량잔넬9: lower track 10: light weight
11 : 에어홀 12 : 베이스트랙11: air hole 12: base track
13 : 양면접착테이프 14 : 단열재13: double sided adhesive tape 14: heat insulating material
15 : 석고보드(합판) 16 : 경량기포콘크리트(일반 콘크리트)15: Gypsum board (plywood) 16: Lightweight foam concrete (general concrete)
본 발명의 구성 및 작용은 [도 1]에서처럼 기둥용 각파이프(1),보용 각파이프(2) 및 패널 A,B,C,D,E.....으로 이루어진 스틸콘크리트 구조물에 있어 [도 2]의 그림처럼 냉연 아연도금강판 재질의 상부트랙(4),하부트랙(9),죠이스트(7),스터드(8),가세플레이트(5),브레싱(6)등으로 제작된 단위 패널A을 베이스트랙(12)을 이용하여 조립하고 단위패널A의 양쪽면의 가장자리에 [도 3]의 그림1처럼 패널A의 가장자리에 경량기포콘크리트의 유출을 막는 양면접착테이프(13)를 붙인다.The construction and operation of the present invention is in the steel concrete structure consisting of a square angle pipe (1) for pillars, the complementary square pipe (2) and the panels A, B, C, D, E ..... 2] the unit made of the upper track (4), the lower track (9), the joist (7), the stud (8), the bonded plate (5), the brass (6) made of cold-rolled galvanized steel sheet material as shown in FIG. Assemble panel A using the base track 12 and attach double-sided adhesive tape 13 to the edges of both sides of the unit panel A to prevent the outflow of lightweight foam concrete from the edge of panel A as shown in Fig. 1 of Fig. 3. .
그리고 [도 3]의 그림2처럼 양면적찹테이프(13)가 부착된 그 양쪽의 위에 단위패널A의 결로,누수,단열등을 보강할 수 있는 단열재(14)를 붙인다.And as shown in Fig. 2 of Figure 2, the double-sided gluing tape 13 is attached on both sides of the unit panel A to attach the heat insulating material 14 that can reinforce condensation, leakage, insulation and the like.
그리고 [도 4]의 그림1처럼 판위판넬 A의 양쪽 단열재위에 경량기포 콘크리트 충진시 발생하는 측압을 해결하기 위한 석고보드 또는 합판(15)를 붙인다. 이때 붙이는 석고보드 또는 합판은 가설재가 아닌 단위패널A를 구성하는 재료로서 경량기포콘크리트 양생후에도 해체 할 필요가 없다. 그리고 석고보드 또는 합판위에 가설재인 경량잔넬(10)을 직결피스로 상부트랙(4),하부트랙(9),죠이스트(7),스터드(8)등에 고정하여 측압에 대하여 보강하며 경량기포콘크리트(16)의 양생 후 해체하여 재활용 한다.And attach a gypsum board or plywood (15) to solve the lateral pressure generated when filling lightweight foam concrete on both sides of the panel A as shown in Figure 1 [Fig. At this time, the gypsum board or plywood to be attached is a material constituting the unit panel A, not a temporary material, and does not need to be disassembled even after curing of lightweight foam concrete. Then, the lightweight channel 10, which is a temporary material on gypsum board or plywood, is fastened to the upper track 4, the lower track 9, the joist 7, the stud 8, and the like, and reinforced against side pressure. Disassemble and recycle after curing in (16).
그리고 [도 4]의 그림 2처럼 스터드(8)로 분리된 단위패널A의 각각의 경량기포콘크리트 투입구(3)에 주입관을 삽입하여 경량기포콘크리트를 패널 하부부터 충진하여 완료하며 [도 1]의 그림처럼 각층의 패널 A, B, C, B', C', B", C"...등을 속이 빈 상태로 설치한후 1층,2층,3층....을 순차적으로 경량기포콘크리트(16)을 충진한다.And inserting the injection tube into each of the lightweight foam concrete inlet (3) of the unit panel A separated by the stud (8) as shown in Figure 2, and filling the lightweight foam concrete from the bottom of the panel to complete the [FIG. 1] As shown in the figure, panels A, B, C, B ', C', B ", and C" ... on each floor are installed in a hollow state, and then the first, second and third floors are sequentially installed. The lightweight foamed concrete 16 is filled.
그리고 [도 1]의 기둥,보용 각파이프에 [도 3]의 상세도처럼 각파이프의 내부에 철근 및 콘크리트를 충진하여 기둥 또는 보의 압축강도를 증진시켜 단위 면적을 줄임은 물론 상부 패널의 하중을 하부 패널에 등분포 하중으로 분산 시키는 효과를 증진시키며, 상부트랙(4),하부트랙(9),죠이스트(7),스터드(8)로 형성된 단위패널A가 갖는 구조적 한계를 극복하여 고층화 할 수 있다.In addition, as shown in the detailed view of FIG. 3, the pillar and beam angle pipes of FIG. 1 are filled with reinforcing bars and concrete to increase the compressive strength of the columns or beams, thereby reducing the unit area as well as the load of the upper panel. To increase the effect of dispersing the load on the lower panel by equal load, and overcome the structural limitations of the unit panel A formed of the upper track 4, the lower track 9, the joist 7 and the stud 8 can do.
이상에서 상술한 바와 같이 본 발명은 현재 수요가 점차 증가되고 있는 스틸하우스 및 스틸콘크리트 구조물에 있어 비교적 저가이며 단위중량이 낮은 경량기포콘크리트를 단열재 및 방음에 대한 충진재로 현장에서 주입타설하여 충진하고 , 단위패널A의 하중을 기둥용 각파이프(1)와 보용 각파이프(2)가 분담하여 구조적 안정성을 증가시키고 각층을 속이 빈 상태로 조립한 후 1,2,3...각 층을 일시에 주입하여 충진하는 구조물로서 기존공법에 따른 건설현장에서 기능인들이 IMF이후 공사물량 급감 및 직장불안으로 서비스업 및 타 업종으로 전직을 하여 전문 인력이 급격히 감소했다. 특히 젊은 기능인들이 3D업종을 회피하는 현상에 따른 전직이 많아 기능공들의 고령화도 심화되어 현장마다 노임의 급등세,기능인 확보에 비상이 걸렸으며 높은 임금에 인력난까지 겹쳐 공사를 포기하는 사례가 속출하고 있다.이에 따라 기존 건축현장에서 형틀공,철근공,미장공,조적공등 기능인이 차지하고 있는 상당 부분의 공정을 줄여 시공하는 구조 및 방법을 제시함으로서 공사비의 절감, 공사기간의 단축, 시공의 정밀도 , 접합부의 강성을 증진 시키는 효과가 있다.As described above, the present invention is filled and filled with relatively low cost and low unit weight lightweight foam concrete in the field of the steel house and steel concrete structure which is gradually increasing demand, injecting and filling in the field. The load of the unit panel A is shared between the pillar square pipes (1) and the beam square pipes (2) to increase structural stability, and after each layer is assembled in a hollow state, the layers 1, 2, 3 ... As the structure is injected and filled, skilled workers sharply declined in the construction site according to the existing construction method after the IMF, after the IMF, they shifted to the service industry and other industries due to the drastic decrease in the construction volume and unstable workplace. In particular, there are a lot of jobs due to the fact that young skilled workers avoid the 3D industry, and the aging of skilled workers has intensified. Accordingly, by presenting the structure and method to reduce the substantial part of the process occupied by mold workers, rebar workers, plasterers, and masonry workers in existing construction sites, we can reduce construction costs, shorten construction period, construction precision, and stiffness of joints. It has the effect of promoting

Claims (3)

  1. [도 2]의 그림처럼 냉연 아연도금강판 재질의 상부트랙(4),하부트랙(9),죠이스트(7),스터드(8),가세플레이트(5),브레싱(6)등으로 제작된 단위패널A을 베이스트랙을 이용하여 조립하고 단위패널A의 양쪽면의 가장자리에 [도 3]의 그림1처럼 패널A의 가장자리에 경량기포콘크리트의 유출을 막는 양면접착테이프(13)를 붙이고 [도 3]의 그림2처럼 양면적찹테이프(13)가 부착된 그 양쪽의 위에 단열재(14)를 붙이며,그 단열재위에 석고보드 또는 합판(15)를 붙이고 [도 4]의 그림 2처럼 스터드(8)로 분리된 단위패널A의 각각의 경량기포콘크리트 투입구(3)에 주입관을 삽입하여 경량기포콘크리트를 패널 하부부터 현장에서 충진하여 완료하는 것을 특징으로 하는 시공방법.2, the upper track (4), the lower track (9), the joist (7), the stud (8), the plated plate (5), the brass (6) made of cold-rolled galvanized steel sheet material as shown in the figure Assemble the unit panel A using the base track, and attach double-sided adhesive tape 13 to the edges of both sides of the unit panel A to prevent the outflow of lightweight foam concrete from the edge of the panel A as shown in Fig. 1 of [Fig. 3]. 3] attach the insulating material 14 on both sides of the double-sided gluing tape 13 attached, and attach the gypsum board or plywood 15 on the insulating material and the stud (8) as shown in Fig. 2 of [Fig. 4]. And a filling tube is inserted into each of the lightweight foamed concrete inlets (3) of the unit panel (A) separated by) to fill the lightweight foamed concrete in the field from the bottom of the panel to be completed.
  2. [도 1]의 기둥용 각파이프(1)과 보용 각파이프(2)에 [도 3]의 상세도처럼 각파이프의 내부에 철근 및 콘크리트를 충진하여 기둥 또는 보의 압축강도를 증진시켜 단위 면적을 줄임은 물론 상부 패널의 하중을 하부 패널에 등분포 하중으로 분산 시키는 효과를 갖는 것을 특징으로 하는 구조.Fill the reinforcing bars and concrete inside the angle pipes as shown in [Fig. 3] in the column angle pipes 1 and the beam angle pipes 2 of FIG. 1 to increase the compressive strength of the columns or beams. Of course, the structure having the effect of reducing the load of the upper panel to the lower panel in equal distribution load.
  3. [도 1]의 그림처럼 각 층의 패널 A,B,C,B',C',B",C"...등을 속이 빈 상태로 조립하여 설치하고 [도 5]의 그림처럼 경량기포콘크리트 투입구(3)를 통해 각 층의 패널에 일시에 충진하는 것을 특징으로 하는 시공방법 및 구조.As shown in [Fig. 1], panels A, B, C, B ', C', B ", C" ..., etc. of each layer are assembled and installed in a hollow state, and a lightweight bubble as shown in [Fig. 5] Construction method and structure, characterized in that the filling of the panels of each floor at a time through the concrete inlet (3).
KR1020010063832A 2001-10-16 2001-10-16 The filling method and construction of insulating material of steel-concrete construction used lightweight aerated concrete. KR20030032214A (en)

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030052931A (en) * 2001-12-21 2003-06-27 강성필 Method of producing lightweight aerated concrete panel used quadrangle-steelpipe
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
CN106968369A (en) * 2017-05-15 2017-07-21 哈尔滨鸿盛房屋节能体系研发中心 A kind of single-chamber heat-preserving wall component
CN106968363A (en) * 2017-05-15 2017-07-21 哈尔滨鸿盛房屋节能体系研发中心 A kind of two-chamber heat-preserving wall component
CN107119827A (en) * 2017-07-10 2017-09-01 哈尔滨鸿盛房屋节能体系研发中心 A kind of frame joint assembled wall body construction
CN107130706A (en) * 2017-07-10 2017-09-05 哈尔滨鸿盛房屋节能体系研发中心 A kind of assembled combined steel plate storehouse concrete structure outer heat preservation system
CN107143067A (en) * 2017-07-06 2017-09-08 哈尔滨鸿盛房屋节能体系研发中心 A kind of assembled combined steel plate storehouse concrete structure heat-preserving wall component

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KR20000030302A (en) * 2000-02-21 2000-06-05 연윤흠 A execution methode and structure for steel frame house and the framework
KR20030023829A (en) * 2001-09-14 2003-03-20 (주)청진건설산업 constract method and structure of cement board for external ornament

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JPS5619601U (en) * 1979-07-23 1981-02-20
KR19980025228A (en) * 1998-04-01 1998-07-06 연광흠 Manufacturing method of steel frame and steel house structure and structure
KR20000030302A (en) * 2000-02-21 2000-06-05 연윤흠 A execution methode and structure for steel frame house and the framework
KR20030023829A (en) * 2001-09-14 2003-03-20 (주)청진건설산업 constract method and structure of cement board for external ornament

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030052931A (en) * 2001-12-21 2003-06-27 강성필 Method of producing lightweight aerated concrete panel used quadrangle-steelpipe
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
CN106968369A (en) * 2017-05-15 2017-07-21 哈尔滨鸿盛房屋节能体系研发中心 A kind of single-chamber heat-preserving wall component
CN106968363A (en) * 2017-05-15 2017-07-21 哈尔滨鸿盛房屋节能体系研发中心 A kind of two-chamber heat-preserving wall component
CN107143067A (en) * 2017-07-06 2017-09-08 哈尔滨鸿盛房屋节能体系研发中心 A kind of assembled combined steel plate storehouse concrete structure heat-preserving wall component
CN107119827A (en) * 2017-07-10 2017-09-01 哈尔滨鸿盛房屋节能体系研发中心 A kind of frame joint assembled wall body construction
CN107130706A (en) * 2017-07-10 2017-09-05 哈尔滨鸿盛房屋节能体系研发中心 A kind of assembled combined steel plate storehouse concrete structure outer heat preservation system

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