WO2017076122A1 - 框模一体化轻质抗震墙板 - Google Patents

框模一体化轻质抗震墙板 Download PDF

Info

Publication number
WO2017076122A1
WO2017076122A1 PCT/CN2016/098162 CN2016098162W WO2017076122A1 WO 2017076122 A1 WO2017076122 A1 WO 2017076122A1 CN 2016098162 W CN2016098162 W CN 2016098162W WO 2017076122 A1 WO2017076122 A1 WO 2017076122A1
Authority
WO
WIPO (PCT)
Prior art keywords
frame
wall panel
mold
layer
strip
Prior art date
Application number
PCT/CN2016/098162
Other languages
English (en)
French (fr)
Inventor
唐进丰
唐元元
唐方方
Original Assignee
唐进丰
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
Priority claimed from CN201510558987.3A external-priority patent/CN105064552B/zh
Priority claimed from CN201510734524.8A external-priority patent/CN105298015B/zh
Priority claimed from CN201610089887.5A external-priority patent/CN105544858B/zh
Application filed by 唐进丰 filed Critical 唐进丰
Publication of WO2017076122A1 publication Critical patent/WO2017076122A1/zh

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building 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
    • Y—GENERAL 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
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00—Adapting or protecting infrastructure or their operation
    • Y02A30/24—Structural elements or technologies for improving thermal insulation
    • Y02A30/244—Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires

Definitions

  • the invention relates to a building material, in particular to a frame mold integrated lightweight seismic wall panel.
  • the sound insulation, fireproof and heat insulation effects of lightweight wall panels are not ideal, and the joints between the plates and the plates, the plates and the beams, and the plates are easily cracked.
  • steel structure, super high-rise steel structure engineering, indirect seams between wall panels and wall panels, indirect seams between wall panels and steel beams, and indirect seams between wall panels and steel columns are more likely to crack. Because of the steel structure, the super high-rise steel structure will continuously sway or move under various living loads and wind loads, and the joint will be cracked due to the continuous shaking or moving of the steel structure body.
  • the ordinary wall panel has no decorative surface layer, can not be quickly and conveniently constructed, has low labor efficiency, high labor intensity and high labor cost.
  • the present invention provides a frame mold integrated lightweight seismic wall panel, which has light weight and high strength, good sound insulation, fireproof and heat insulation effect, overcomes steel structure, steel beam and wall
  • the joint between the plate, the steel column and the wall panel, the wall panel and the wall panel is easy to crack, and the installation is convenient, and the construction progress can be improved.
  • a frame mold integrated lightweight anti-vibration wall panel comprising a frame mold, an inner mold, a filling layer, a cement mortar bonding layer and a decorative surface layer
  • the frame mold is rectangular a frame
  • an inner mold is connected to the upper and lower surfaces of the frame mold
  • the inner mold is two force stencils, wherein one of the force stencils is further covered with a dense mesh slab, and the two stencils are
  • the inter-casting has a light filling layer, and the outer surface of the two stressed stencils is connected with the decorative surface layer through a cement mortar bonding layer, and the decorative surface layer covers both sides of the frame mold, and the cement mortar of the cement mortar bonding layer passes through the force.
  • the two force stencils are fixed on the frame mold by welding, the inner mold and the frame mold are integrally connected to form a skeleton of the wall board, and the decorative surface layer is connected with the inner mold and the frame mold through the adhesive layer of the cement mortar, and the inner mold is
  • the cavity is filled with a filling layer, which is a light fireproof material, has fireproof, soundproofing, heat insulation and heat preservation effects, and has a decorative surface layer on both sides of the plate body, a decorative surface layer after hardening, a cement mortar bonding layer,
  • the filling layer, the inner mold and the frame mold are integrally connected, and no work of plastering, scraping, surface decoration, etc.
  • the dense mesh plate is a thin steel plate with a hole or a coarse mesh wire mesh.
  • the strength is high and the bearing capacity is good.
  • the filler and the cement mortar can pass through the force mesh plate for pouring, and the dense mesh plate can be attached.
  • the mortar mortar enables the stressed mesh plate covered with the dense mesh plate to condense the cement mortar.
  • the force-resistant mesh plate with the cement mortar bonding layer can be filled and filled.
  • the frame strip constituting the frame mold is provided on the outer side surface with a concave-convex abutting portion for abutting adjacent wall panels, and the concave-convex abutting portions on the adjacent side wall panels are matched.
  • the embossed abutting portion forms a convex and concave rib, which strengthens the frame strip, and can use a frame strip of less material, and the embossed abutting portion enables the adjacent wall panel to be quickly butt-joined.
  • the frame strip is a hollow cylinder, and the hollow cylinder is formed by rolling and pressing the first profiled profile and the second profiled profile, and the concave and convex abutting portion is disposed on the outer side surface of the first profiled profile.
  • the first and second profiled profiles are buckled and rolled into a hollow cylinder, so that the frame strip has a plurality of reinforcing faces, and the reinforcing side strips are formed after the buckles are rolled, the skeleton is light and high in strength, and the waste recycled thin steel plate can be utilized. Or leftover corners to protect the environment and save materials.
  • first profiled profiled profile are adjacent to a first plane perpendicular to the outer side surface
  • second profiled profile is provided with a second plane that interfaces with the two first planes.
  • the first and second profiled profiles are respectively provided with outwardly turned flaps at the abutting portions of the first and second planes, and the ends of the two flaps are provided with the same direction of the corners, and the two corners are adapted and
  • the snap-fit connects the first profiled profile and the second profiled profile.
  • the first and second planes are used for connecting the inner mold, and the plane contact connection strength is high, and the corner angle can be condensed with the decorative surface layer and the cement mortar, so that the wall panel and the frame mold are not easily cracked.
  • the two baffle strips respectively extend obliquely from the abutting of the first and second planes to the first plane direction, and the angle between the baffle strip and the first plane is 70-85 degrees, the baffle The ends of the strips are bent in a second planar direction to form the corners.
  • the two corners on the two hollow cylinders, the baffle strip and the first plane form an inverted trapezoidal groove, and the notch of the inverted trapezoidal groove is narrower than the bottom of the groove, and the inverted trapezoidal slit can overcome the crack of the joint.
  • the stressed mesh plate is a perforated thin steel plate or a coarse mesh wire mesh
  • the dense mesh mesh plate is a dense eye mesh wire or a thin steel plate with fine pores.
  • a space is formed between the concave and convex abutting portions of the adjacent wall panels to form a closed space and a semi-closed space, and the semi-closed space is located at two sides of the closed space and communicates with the external space, in the closed space
  • a slotted adhesive strip is filled, and the semi-closed space is filled with a filling adhesive.
  • the adhesive strip has an elastic deformation base and can withstand extrusion and extension; likewise, the semi-closed space forms a slit, and the joint is filled with a filling adhesive to fill, bond, and withstand the seam.
  • Embodiment 1 is a schematic view showing the structure of Embodiment 1 (also showing a frame strip of an adjacent wall panel).
  • FIG. 2 is a schematic view showing the installation of two adjacent wall panel strips of Embodiment 1.
  • FIG. 3 is a schematic exploded view of the two frame strips of FIG. 2.
  • FIG. 4 is a schematic view showing the installation of adjacent two wall panel frame strips of Embodiment 2.
  • Fig. 5 is a schematic view showing the mounting of the embodiment 3.
  • FIG. 6 is a schematic structural view of two adjacent wall panel frame strips of Embodiment 3.
  • a frame mold integrated lightweight seismic wall panel includes a frame mold 100, an inner mold 200, a filling layer 300, a cement mortar bonding layer 400, and a decorative surface layer 500.
  • the frame mold 100 is a rectangular frame, and the four frame strips 110 constituting the frame mold 100 are provided with a concave-convex abutting portion for abutting adjacent wall plates on the outer side surface 11, and the concave-convex abutting portion on the frame strip 110 adjacent to the adjacent wall plates adaptation.
  • the embossed abutting portion is formed to form a convex and concave rib, so that the frame strip 110 is reinforced, and the frame strip 110 of less material can be used, and the embossed abutting portion enables the adjacent wall panel to be quickly butt-joined.
  • the frame strip 110 is a hollow cylinder, and the frame strip 110 is formed by rolling and pressing the first profiled profile 10 and the second profiled profile 20, and the bump is disposed on the outer side surface 11 of the first profiled profile 10. Docking department.
  • the first and second profiled profiles 20 are buckled and rolled into a hollow cylinder.
  • the concave-convex butt joints in this embodiment are formed by three planes.
  • Strips 12 or grooves 13, ribs 12 or grooves 13 are respectively located on the frame strips 110 of the adjacent two wall panels.
  • a frame strip 110 on one side of the wall panel may be a protrusion 12 or a groove 13 or a protrusion 12 or a groove 13 respectively, as long as the adjacent two wall panels are The protrusion 12 and the groove 13 on the strip 110 can be inserted, and the protrusion 12 and the groove 13 are connected and fixed by welding.
  • the upper and lower ends of the outer side surface 11 of the first profiled profile 10 are adjacent to a first plane 14 perpendicular to the outer side surface 11, and the second profiled profile 20 is provided with a second interface with the two first planes 14
  • the first and second profiled profiles 20 are respectively provided with outwardly turned flaps 16 at the abutting portions of the first and second planes 14, 21, and the ends of the two barrier strips 16 are provided in the same direction.
  • the angle is matched, and the two corners are matched and interlocked to connect the first profiled profile 10 and the second profiled profile 20, the two corners are one big and one small, surrounded by the large angle 15 and the small angle 22 is rolled and buckled .
  • the first and second planes 14, 21 are used for welding and connecting the inner mold 200, and the plane contact connection strength is high, and the corner angle can be condensed with the decorative surface layer 500 and the cement mortar bonding layer 400, so that the wall panel and the frame mold 100 are not easily connected. Cracking.
  • the baffle strip 16 and the corner buckle are pressed and rolled to form a reinforcing edge strip.
  • the skeleton is light and high in strength, and can utilize the waste recycled thin steel plate or the corner residual material to protect the environment, save energy and reduce emissions.
  • the two baffle strips 16 extend obliquely from the abutting portion of the first and second planes 14 and 21 toward the first plane 14 , and the angle between the baffle strip 16 and the first plane 14 is about 80 degrees.
  • the ends of the slats 16 are bent in the direction of the second plane 21 to form the corners.
  • the baffle strips 16 on the four frame strips form a rectangular frame on a wall panel to form the border of the inner mold 200, the cement mortar bonding layer 400, and the decorative facing layer 500.
  • the corners on the two adjacent frame strips 110, the baffle strip 16 and the first plane 14 form an inverted trapezoidal groove, and the notch of the inverted trapezoidal groove is narrower than At the bottom of the groove, this inverted trapezoidal slat can overcome the crack of the slat.
  • the inner mold 200 is connected to the upper and lower surfaces of the frame mold 100.
  • the inner mold 200 is a two-force mesh plate, and one of the force mesh plates is covered with a dense mesh plate, and the force mesh plate is thin with holes.
  • a filling layer 300 is cast between the two force stencils, and the outer surface of the two force stencils is connected to the decorative surface layer 500 through the cement mortar bonding layer 400, and the decorative surface layer 500 is covered on the frame mold 100, and the cement mortar bonding layer
  • the mortar mortar is bonded to the filling layer 300 after passing through the force stencil, so that the decorative surface layer 500, the cement mortar bonding layer 400, the filling layer 300, the inner mold 200 and the frame mold 100 are integrally connected.
  • the inner mold 200 is fixed to the frame mold 100 by welding or the like, and the inner mold 200 and the frame mold 100 are integrally joined to form a skeleton of the wall panel, and the decorative surface layer 500 is connected to the inner mold 200 and the frame mold 100 through the mortar mortar bonding layer 400.
  • the inner cavity 200 is filled with a filling layer 300.
  • the filling layer 300 is a light fireproof material with fireproof, soundproofing, heat insulating and heat insulating effects.
  • the filling layer 300 can be made of lightweight ceramsite concrete or a city.
  • the foamed cement mortar made of the construction waste is made into a filling layer 300.
  • the decorative facing 500 is pre-formed into a board using a resin, an artificial stone, a cement mortar or a metal material, or is formed by casting a material such as cement mortar onto the cement mortar bonding layer 400.
  • a decorative surface layer 500 is disposed on both sides of the plate body, and the hardened decorative surface layer 500, the cement mortar bonding layer 400, the filling layer 300, the inner mold 200 and the frame mold 100 are integrally connected, and no need to be performed in the wall construction. Plastering, scraping, surface decoration, etc., greatly improve the construction progress of the building; the force mesh plate is also covered with a dense eye mesh plate, and the force mesh plate is a thin steel plate or a coarse mesh wire mesh with holes. The strength is higher and the bearing capacity is good.
  • the filler and the cement mortar can pass through the force-receiving stencil for pouring, and the dense-eyed stencil can adhere to the mortar mortar, so that the stressed stencil covering the dense mesh slab can be condensed with the mortar mortar.
  • the force-receiving stencil having the cement mortar bonding layer can be condensed to cover the filling layer 300.
  • the inner mold 200 is fixedly connected to the upper and lower sides of the frame mold 100.
  • the frame mold 100 is a rectangular frame, and the inner mold 200 is connected to the upper and lower surfaces of the mold mold 100. It is a two-force stencil, and one of the stressed stencils is also covered with a dense mesh stencil;
  • the side of the adhesively solidified decorative surface layer 500 faces downward, so that the other force-receiving screen of the inner mold 200 is upward, and the filling layer 300 is cast on the other force-receiving screen, and the filling layer 300 passes through The mesh of the force plate enters between the two force mesh plates, and the inner cavity 200 is filled by the filling layer 300;
  • Embodiment 2 This embodiment is basically the same as Embodiment 1, except that the shape of the concave-convex abutting portion of the frame strip 110 is different. As shown in FIG. 4, the concave-convex abutting portion is a latch that protrudes outward from the outer side surface 11 of the frame strip 110. 17 or the socket 18, the outer side 11 is also provided with a reinforcing rib 19.
  • Embodiment 3 As shown in FIG. 5 and FIG. 6, this embodiment is basically the same as Embodiment 1, except that the frame strip 110 is a single profiled profile, and the outer side surface 11 of the frame strip 110 is provided with a concave and convex abutting portion.
  • the upper and lower ends of the outer side surface 11 of the strip 110 are adjacent to a first plane 14 perpendicular to the outer side surface 11.
  • the middle portion of the first plane 14 is provided with an eversion flap 16 and the baffle strip 16 is facing the concave and convex abutting portion.
  • the direction is inclined, and the baffle strip 16 is composed of a double-layer steel plate which is turned over and folded back.
  • the folded baffle strip 16 is connected with a second plane 21, and the second plane 21 is flush with the first plane 14, and the second plane 21 is provided with a second reinforcing rib 211, and the end of the second plane 21 is provided with a second corner 212, and the second reinforcing rib 211 and the second corner 212 enhance the second plane 21.
  • the baffle strip 16 of the adjacent wall panel and the first plane 14 form an inverted trapezoidal groove to overcome the crack of the joint.
  • the first and second planes 14, 21 are used for welding and connecting the inner mold 200, and the inner mold 200 is glued with mortar mortar.
  • the layer 400 and the decorative layer 500 are used for welding and connecting the inner mold 200, and the inner mold 200 is glued with mortar mortar.
  • a space between the concave and convex abutting portions on the adjacent side wall panels 110 is formed to form a closed space 31 and a semi-closed space 32.
  • the semi-closed space 32 is located on both sides of the closed space 31 and is adjacent to the wall panel. The space outside the outer surface is connected.
  • the sealing space 31 is filled with a seam bonding strip 4, and the seam bonding strip 4 comprises a base layer of the strip and an adhesive layer on both sides, and the bonding layer bonds the strip to the strip 4 Adhered to the frame strips 110 on both sides, the base strip of the strip fills the closed space 31 formed between the concavo-convex abutments, and the strip-bonded strip 4 has an elastically deformable base and can withstand extrusion and extension.
  • the adhesive layer can be pre-formed on the base layer of the rubber strip, and a protective paper film is disposed on the adhesive layer. When used, the paper film is peeled off, and the seam adhesive strip 4 is bonded to the frame strip 110, so that It can be assembled quickly without the need to apply glue on site.
  • An inverted trapezoidal groove formed by the baffle strip 16 of the adjacent frame strip 110 and the first plane 14 and the semi-closed space 32 communicating with the inverted trapezoidal groove are filled with a filling adhesive 5, and the filling adhesive 5 will be filled.
  • the joints are filled and bonded, and can withstand extrusion, extension and rebound. Therefore, the wall panels are flexibly connected. Under the condition of bearing live load and wind load, they can be expanded and contracted to solve the steel structure and steel beam. Cracking problems with seams between wall panels, steel columns and wall panels, wall panels and wall panels.
  • the butt joints of the butt joints may be welded, or the seam bonding strips 4 and the filling adhesive 5 may be directly filled without welding.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)

Abstract

一种框模一体化轻质抗震墙板，包括框模（100）、内模（200）、填充层（300）、胶泥砂浆粘结层（400）和装饰面层（500）。框模（100）为矩形边框，框模（100）的上、下表面上连接有内模（200），内模（200）为两受力网板，其中一块受力网板上还覆盖连接有密眼网板，两受力网板之间浇注有轻质的填充层（300），两受力网板外侧表面通过胶泥砂浆粘结层（400）与覆盖在框模（100）上的装饰面层（500）连接，胶泥砂浆粘结层（400）的胶泥砂浆穿过受力网板后与填充层（300）粘结，使装饰面层（500）、胶泥砂浆粘结层（400）、填充层（300）、内模（200）和框模（100）连接成一体。其墙板轻质且强度高，隔音隔热、防火保温效果好。

Description

框模一体化轻质抗震墙板 技术领域
本发明涉及一种建筑材料，特别是涉及一种框模一体化轻质抗震墙板。
背景技术
一般轻质墙板的隔音隔热、防火保温效果不够理想，并且板与板，板与梁，板与柱之间接缝易开裂。特别是钢结构，超高层钢结构工程，墙板与墙板间接缝，墙板与钢梁间接缝，墙板与钢柱间接缝更容易开裂。因为钢结构，超高层钢结构在承受各种活荷载及风荷载的情况下，会产生连续不断的晃动或移动，并因钢结构主体的不断晃动或移动而接缝开裂。而且，普通墙板没有装饰面层，不能方便地快速施工，劳动效率低，劳动强度大，人工成本高。
发明内容
针对现有技术的不足之处，本发明提供一种框模一体化轻质抗震墙板，其墙板轻质且强度高，隔音隔热、防火保温效果好，克服钢结构，钢梁与墙板，钢柱与墙板，墙板与墙板之间接缝易开裂的缺陷，而且安装方便，能提高施工进度。
为达到上述之目的，本发明提供的技术方案是：一种框模一体化轻质抗震墙板，包括框模、内模、填充层、胶泥砂浆粘结层和装饰面层，框模为矩形边框，所述框模的上、下表面上连接有内模，内模为两受力网板，其中一块受力网板上还覆盖连接有密眼网板，所述两受力网板之间浇注有轻质的填充层，两受力网板外侧表面通过胶泥砂浆粘结层与装饰面层连接，装饰面层覆盖在框模两侧，胶泥砂浆粘结层的胶泥砂浆穿过受力网板后与填充层粘结，使装饰面层、胶泥砂浆粘结层、填充层、内模和框模连接成一体。
两受力网板通过焊接等方式固定在框模上，内模和框模连接成一体成为墙板的骨架，装饰面层通过胶泥砂浆粘结层与内模和框模连接，而内模的空腔内浇注有填充层，填充层是轻质防火材料，具有防火、隔音、隔热、保温效果，在板体两侧面设置了装饰面层，硬化后装饰面层、胶泥砂浆粘结层、填充层、内模和框模连接成一体，在墙体施工中就不用再进行抹灰、刮灰、面层装饰等工作，大大提高建筑物的施工进度；受力网板上还覆盖连接有密眼网板，受力网板是带孔的薄钢板或粗格钢丝网，强度较高承力性好，填充物和胶泥砂浆能穿过受力网板，进行浇注，而密眼网板能附着胶泥砂浆，使覆盖连接有密眼网板的受力网板能凝结上胶泥砂浆，当翻面后浇注填充层时，凝结硬化有胶泥砂浆粘结层的受力网板能兜住填充 层。
进一步地，构成所述框模的框条在外侧面上设有用于对接相邻墙板的凹凸对接部，相邻墙板相对接的框条上的凹凸对接部相适配。凹凸对接部形成凸出及凹入的筋，使框条得到强化，可以使用更少材料的框条，而凹凸对接部使相邻墙板能够快速对接安装。
进一步地，所述框条为空心柱体，空心柱体由第一异形型材和第二异形型材扣接滚压而成，在第一异形型材的外侧面上设置所述凹凸对接部。第一、第二异形型材扣接滚压成空心柱体，使框条具有多个强化面，扣接滚压后又形成加强边条，骨架轻质且强度高，能利用废旧的回收轻薄钢板或边角余料，保护环境，节约材料。
进一步地，所述第一异形型材的外侧面上、下端相邻接的是与外侧面垂直的第一平面，所述第二异形型材上设置有与两第一平面对接的第二平面，所述第一、第二异形型材在第一、第二平面的对接处分别设有外翻的挡板条，两挡板条的端部设有同方向的弯角，两弯角相适配并且相扣接使第一异形型材和第二异形型材连接。第一、第二平面用于连接内模，平面接触连接强度高，弯角能与装饰面层和胶泥砂浆凝结，使墙板与框模之间不易开裂。
进一步地，所述两挡板条分别从所述第一、第二平面的对接处向第一平面方向倾斜延伸，挡板条与所述第一平面的夹角为70-85度，挡板条的端部向第二平面方向弯折形成所述弯角。相对接的两个空心柱体上的两弯角、挡板条与第一平面构成倒梯形槽，倒梯形槽的槽口窄于槽底，这种倒梯形的板缝能克服板缝开裂。
进一步地，为提高受力强度并且能进行浇注，所述受力网板是带孔的薄钢板或粗格钢丝网，所述密眼网板是密眼钢丝网或带细密小孔的薄钢板。
进一步地，相邻墙板相对接的框条上的凹凸对接部之间留有间隔形成封闭空间和半封闭空间，半封闭空间位于封闭空间两侧并且与外部空间相通，在所述封闭空间内填装有板缝粘接胶条，在所述半封闭空间内填充有填充粘接胶。粘接胶条具有弹性变形基体，并可承受挤压和拉延伸；同样地，半封闭空间形成板缝，在板缝内填充填充粘接胶，将板缝填充、粘接，并可承受挤压、拉延伸和回弹，因此，各带框墙板之间为柔性连接，在承受活荷载及风荷载的情况下，可以伸缩，从而解决钢结构，钢梁与墙板，钢柱与墙板，墙板与墙板之间接缝开裂的问题。
附图说明
图1为实施例1的结构示意图(还示意出了相邻墙板的框条)。
图2为实施例1相邻两墙板框条的安装示意图。
图3为图2中两个框条的分解结构示意图。
图4为实施例2相邻两墙板框条的安装示意图。
图5为实施例3的安装示意图。
图6为实施例3相邻两墙板框条的结构示意图。
下面结合附图对本发明作进一步的详细说明。
具体实施方式
实施例1：如图1至图3所示，一种框模一体化轻质抗震墙板，包括框模100、内模200、填充层300、胶泥砂浆粘结层400和装饰面层500，框模100为矩形边框，构成框模100的四个框条110在外侧面11上设有用于对接相邻墙板的凹凸对接部，相邻墙板相对接的框条110上的凹凸对接部相适配。构成所述凹凸对接部形成凸出及凹入的筋，使框条110得到强化，可以使用更少材料的框条110，而凹凸对接部使相邻墙板能够快速对接安装。本实施例中，框条110为空心柱体，框条110由第一异形型材10和第二异形型材20扣接滚压而成，在第一异形型材10的外侧面11上设置所述凹凸对接部。第一、第二异形型材20扣接滚压成空心柱体，为使两个相邻的框条110易于连接，并且生产方便，本实施例中的凹凸对接部是由三个平面构成的突条12或凹槽13，突条12或凹槽13分别位于相邻接的两个墙板的框条110上。一个墙板相对两条边的框条110上可以都是突条12，也可以都是凹槽13，还可以分别是突条12或凹槽13，只要相邻接的两个墙板的框条110上的突条12和凹槽13能插接即可，突条12和凹槽13连接后采用焊接方式固定。
所述第一异形型材10的外侧面11上、下端相邻接的是与外侧面11垂直的第一平面14，所述第二异形型材20上设置有与两第一平面14对接的第二平面21，所述第一、第二异形型材20在第一、第二平面14、21的对接处分别设有外翻的挡板条16，两挡板条16的端部设有同方向的弯角，两弯角相适配并且相扣接使第一异形型材10和第二异形型材20连接，两弯角一大一小，由大弯角15包围小弯角22而滚压扣接。第一、第二平面14、21用于焊接连接内模200，平面接触连接强度高，弯角能与装饰面层500和胶泥砂浆粘结层400凝结，使墙板与框模100之间不易开裂。挡板条16和弯角扣接滚压后又形成加强边条，骨架轻质，强度高，能利用废旧的回收轻薄钢板或边角余料，保护了环境，节约了能源，减少了排放。
两挡板条16分别从所述第一、第二平面14、21的对接处向第一平面14方向倾斜延伸，挡板条16与所述第一平面14的夹角为80度左右，挡板条16的端部向第二平面21方向弯折形成所述弯角。四个框条上的挡板条16在一个墙板上构成矩形边框，成为内模200、胶泥砂浆粘结层400和装饰面层500的边框。
两个相邻框条110上的弯角、挡板条16与第一平面14构成倒梯形槽，倒梯形槽的槽口窄于 槽底，这种倒梯形的板缝能克服板缝开裂。
框模100的上、下表面上连接有内模200，内模200为两受力网板，其中一块受力网板上还覆盖连接有密眼网板，受力网板是带孔的薄钢板或粗格钢丝网，所述密眼网板是密眼钢丝网或带细密小孔的薄钢板。两受力网板之间浇注有填充层300，两受力网板外侧表面通过胶泥砂浆粘结层400与装饰面层500连接，装饰面层500覆盖在框模100上，胶泥砂浆粘结层的胶泥砂浆穿过受力网板后与填充层300粘结，使装饰面层500、胶泥砂浆粘结层400、填充层300、内模200和框模100连接成一体。
内模200通过焊接等方式固定在框模100上，内模200和框模100连接成一体成为墙板的骨架，装饰面层500通过胶泥砂浆粘结层400与内模200和框模100连接，而内模200的空腔内浇注有填充层300，填充层300是轻质防火材料，具有防火、隔音、隔热、保温效果，填充层300可以采用轻质陶粒混凝土，或者是利用城市建筑垃圾打成粉后做成的发泡水泥砂浆做填充层300。装饰面层500采用树脂、人造石、水泥砂浆或金属材料预先预制成板，或者是通过水泥砂浆等材料浇注形成在所述胶泥砂浆粘结层400上。
在板体两侧面设置了装饰面层500，硬化后装饰面层500、胶泥砂浆粘结层400、填充层300、内模200和框模100连接成一体，在墙体施工中就不用再进行抹灰、刮灰、面层装饰等工作，大大提高建筑物的施工进度；受力网板上还覆盖连接有密眼网板，受力网板是带孔的薄钢板或粗格钢丝网，强度较高承力性好，填充物和胶泥砂浆能穿过受力网板，进行浇注，而密眼网板能附着胶泥砂浆，使覆盖连接有密眼网板的受力网板能凝结上胶泥砂浆，当翻面后浇注填充层300时，凝结硬化有胶泥砂浆粘结层的受力网板能兜住填充层300。
制作上述轻质抗震墙板，包括以下步骤：
1)、在框模100的上、下侧面上连接固定内模200，所述框模100为矩形边框，所述框模100的上、下表面上连接有内模200，所述内模200是两受力网板，其中一块受力网板上还覆盖连接有密眼网板；
2)、在覆盖连接有密眼网板的受力网板上浇注胶泥砂浆形成胶泥砂浆粘结层，在胶泥砂浆粘结层上浇注装饰面层500或粘结预制好的装饰面层500，待其凝固硬化；
3)、将粘结凝固有装饰面层500的一面朝下，使内模200的另一受力网板向上，在此另一受力网板上浇注填充层300，填充层300通过受力网板的网眼进入两受力网板之间，由填充层300将内模200内腔填充；
4)、继续在受力网板上浇注胶泥砂浆粘结层400，然后在胶泥砂浆粘结层400上浇注装饰面层500或粘结预制好的装饰面层500，胶泥砂浆粘结层400的胶泥砂浆穿过受力网板后与填充层300粘结，使装饰面层500、胶泥砂浆粘结层400、填充层300、内模200和框模100 连接成一体。
实施例2：本实施例与实施例1基本相同，所不同在于框条110的凹凸对接部形状不同，如图4所示，凹凸对接部是框条110的外侧面11向外伸出的插销17或插孔18，外侧面11上还设置有加强筋19。
实施例3：如图5和图6所示，本实施例与实施例1基本相同，所不同在于框条110为单个的异形型材，框条110的外侧面11上设有凹凸对接部，框条110的外侧面11上、下端相邻接的是与外侧面11垂直的第一平面14，第一平面14的中部设有外翻的挡板条16，挡板条16向凹凸对接部的方向倾斜，挡板条16是由外翻后又折返的双层钢板构成，折返后的挡板条16连接有第二平面21，第二平面21与第一平面14相平齐，第二平面21上设有第二加强筋211，第二平面21的端部设有第二弯角212，第二加强筋211和第二弯角212使第二平面21得到强化。相邻墙板的挡板条16与第一平面14构成倒梯形槽，以克服板缝开裂，第一、第二平面14、21用于焊接连接内模200，内模200上是胶泥砂浆粘结层400和装饰面层500。
如图5所示，相邻墙板相对接的框条110上的凹凸对接部之间留有间隔形成封闭空间31和半封闭空间32，半封闭空间32位于封闭空间31两侧并且与墙板外表面外部的空间相通。在所述封闭空间31内填装有板缝粘接胶条4，板缝粘接胶条4包括胶条基层和两侧的粘接层，所述粘接层将板缝粘接胶条4与其两侧的框条110相粘接，胶条基层将凹凸对接部之间形成的封闭空间31填充，板缝粘接胶条4具有弹性变形基体，并可承受挤压和拉延伸。粘接层可预先制在胶条基层上，并在粘接层上设置起保护作用的纸膜，使用时撕开纸膜，将板缝粘接胶条4与框条110粘接，这样就可以快速装配，而不用现场刷胶来粘结。相邻框条110的挡板条16和第一平面14形成的倒梯形槽以及与该倒梯形槽连通的所述半封闭空间32中，填充有填充粘接胶5，填充粘接胶5将板缝填充、粘接，并可承受挤压、拉延伸和回弹，因此各墙板之间为柔性连接，在承受活荷载及风荷载的情况下，可以伸缩，从而解决钢结构，钢梁与墙板，钢柱与墙板，墙板与墙板之间接缝开裂的问题。在填装板缝粘接胶条4和填充粘接胶5之前，可以对对接的凹凸对接部进行焊接，也可以不焊接而直接填装板缝粘接胶条4和填充粘接胶5。
以上实施例仅用以说明本发明的技术方案而非限制，尽管参照较佳实施例对本发明进行了详细说明，本领域的普通技术人员应当理解，可以对本发明的技术方案进行修改或者等同替换，而不脱离本发明技术方案的精神和范围，其均应涵盖在本发明的权利要求范围当中。

Claims (10)

  1. 一种框模一体化轻质抗震墙板，其特征在于：包括框模、内模、填充层、胶泥砂浆粘结层和装饰面层，框模为矩形边框，所述框模的上、下表面上连接有内模，内模为两受力网板，其中一块受力网板上还覆盖连接有密眼网板，所述两受力网板之间浇注有轻质的填充层，两受力网板外侧表面通过胶泥砂浆粘结层与装饰面层连接，装饰面层覆盖在框模两侧，胶泥砂浆粘结层的胶泥砂浆穿过受力网板后与填充层粘结，使装饰面层、胶泥砂浆粘结层、填充层、内模和框模连接成一体。
  2. 根据权利要求1所述的框模一体化轻质抗震墙板，其特征在于：构成所述框模的框条在外侧面上设有用于对接相邻墙板的凹凸对接部，相邻墙板相对接的框条上的凹凸对接部相适配。
  3. 根据权利要求1所述的框模一体化轻质抗震墙板，其特征在于：所述框条为空心柱体，空心柱体由第一异形型材和第二异形型材扣接滚压而成，在第一异形型材的外侧面上设置所述凹凸对接部。
  4. 根据权利要求3所述的框模一体化轻质抗震墙板，其特征在于：所述第一异形型材的外侧面上、下端相邻接的是与外侧面垂直的第一平面，所述第二异形型材上设置有与两第一平面对接的第二平面，所述第一、第二异形型材在第一、第二平面的对接处分别设有外翻的挡板条，两挡板条的端部设有同方向的弯角，两弯角相适配并且相扣接使第一异形型材和第二异形型材连接。
  5. 根据权利要求3或4所述的框模一体化轻质抗震墙板，其特征在于：所述两挡板条分别从所述第一、第二平面的对接处向第一平面方向倾斜延伸，挡板条与所述第一平面的夹角为70-85度，挡板条的端部向第二平面方向弯折形成所述弯角。
  6. 根据权利要求1所述的框模一体化轻质抗震墙板，其特征在于：所述受力网板是带孔的薄钢板或粗格钢丝网，所述密眼网板是密眼钢丝网或带细密小孔的薄钢板。
  7. 根据权利要求1所述的框模一体化轻质抗震墙板，其特征在于：所述装饰面层预先预制成板或者是通过浇注形成在所述胶泥砂浆粘结层上。
  8. 根据权利要求1所述的框模一体化轻质抗震墙板，其特征在于：所述填充层浇注的是轻质陶粒混凝土或者是建筑垃圾粉碎后做成的发泡水泥砂浆。
  9. 根据权利要求2或3所述的框模一体化轻质抗震墙板，其特征在于：相邻墙板相对接的框条上的凹凸对接部之间留有间隔形成封闭空间和半封闭空间，半封闭空间位于封闭空间两侧并且与外部空间相通，在所述封闭空间内填装有板缝粘接胶条，在所述半封闭空间内填充有填充粘接胶。
  10. 根据权利要求9所述的框模一体化轻质抗震墙板，其特征在于：所述凹凸对接部对接后焊接，再填装板缝粘接胶条和填充粘接胶；板缝粘接胶条包括胶条基层和两侧的粘接层，所述粘接层将板缝粘接胶条与其两侧的框条相粘接。
PCT/CN2016/098162 2015-09-06 2016-09-06 框模一体化轻质抗震墙板 WO2017076122A1 (zh)

Applications Claiming Priority (6)

Application Number Priority Date Filing Date Title
CN201510558987.3A CN105064552B (zh) 2015-09-06 2015-09-06 一种轻质抗震隔墙板用组合式异型钢管
CN201510734524.8 2015-11-03
CN201510734524.8A CN105298015B (zh) 2015-11-03 2015-11-03 装饰面层与墙体一体化的轻质抗震隔墙板及制作方法
CN201610089887.5A CN105544858B (zh) 2016-02-18 2016-02-18 板缝可伸缩的框模一体化隔墙板
CN201610089887.5 2016-02-18
CN201510558987.3 2016-09-06

Publications (1)

Publication Number Publication Date
WO2017076122A1 true WO2017076122A1 (zh) 2017-05-11

Family

ID=58663225

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2016/098162 WO2017076122A1 (zh) 2015-09-06 2016-09-06 框模一体化轻质抗震墙板

Country Status (1)

Country Link
WO (1) WO2017076122A1 (zh)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107090924A (zh) * 2017-06-26 2017-08-25 江苏沪宁钢机股份有限公司 一种装配式异形外墙及其施工工艺
CN107910090A (zh) * 2017-11-22 2018-04-13 广东中科揽胜辐射防护科技有限公司 一种应用于低本底实验室的模块化组合式射线屏蔽壳体
CN108678229A (zh) * 2017-06-29 2018-10-19 苏州亿都建材科技有限公司 一种异形建筑墙板、建筑墙体及安装方法
CN109184048A (zh) * 2018-11-07 2019-01-11 绵阳中正科技有限公司 一种用于建筑内部的水泥预混料加肋轻质隔墙及其组装方法
CN109826361A (zh) * 2019-04-03 2019-05-31 曹友国 一种模块化墙板结构
CN113202241A (zh) * 2021-05-26 2021-08-03 浙江亚厦装饰股份有限公司 一种模块化装配式厨房墙面板
CN116657825A (zh) * 2023-06-02 2023-08-29 中交建筑集团有限公司 一种装配式复合内墙
CN117926970A (zh) * 2024-02-21 2024-04-26 浙江省建设投资集团股份有限公司 一种调配方便的保温防火光伏外墙系统

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2595912Y (zh) * 2002-12-05 2003-12-31 浙江杭萧钢构股份有限公司 整体式外墙板
US20080124501A1 (en) * 2006-11-28 2008-05-29 Roger Clark Portable panel construction and method for making the same
CN103866902A (zh) * 2013-12-31 2014-06-18 河北金源建材科技有限公司 一种石材复合铝合金插接式岩棉保温墙板
CN105064552A (zh) * 2015-09-06 2015-11-18 云南半柱科技有限公司 一种轻质抗震隔墙板用组合式异型钢管
CN105298015A (zh) * 2015-11-03 2016-02-03 唐进丰 装饰面层与墙体一体化的轻质抗震隔墙板及制作方法
CN205134717U (zh) * 2015-11-03 2016-04-06 唐进丰 带装饰面层的框模一体化轻质抗震隔墙板
CN105544858A (zh) * 2016-02-18 2016-05-04 唐进丰 板缝可伸缩的框模一体化隔墙板

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2595912Y (zh) * 2002-12-05 2003-12-31 浙江杭萧钢构股份有限公司 整体式外墙板
US20080124501A1 (en) * 2006-11-28 2008-05-29 Roger Clark Portable panel construction and method for making the same
CN103866902A (zh) * 2013-12-31 2014-06-18 河北金源建材科技有限公司 一种石材复合铝合金插接式岩棉保温墙板
CN105064552A (zh) * 2015-09-06 2015-11-18 云南半柱科技有限公司 一种轻质抗震隔墙板用组合式异型钢管
CN105298015A (zh) * 2015-11-03 2016-02-03 唐进丰 装饰面层与墙体一体化的轻质抗震隔墙板及制作方法
CN205134717U (zh) * 2015-11-03 2016-04-06 唐进丰 带装饰面层的框模一体化轻质抗震隔墙板
CN105544858A (zh) * 2016-02-18 2016-05-04 唐进丰 板缝可伸缩的框模一体化隔墙板

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107090924A (zh) * 2017-06-26 2017-08-25 江苏沪宁钢机股份有限公司 一种装配式异形外墙及其施工工艺
CN107090924B (zh) * 2017-06-26 2022-09-20 江苏沪宁钢机股份有限公司 一种装配式异形外墙及其施工工艺
CN108678229A (zh) * 2017-06-29 2018-10-19 苏州亿都建材科技有限公司 一种异形建筑墙板、建筑墙体及安装方法
CN107910090A (zh) * 2017-11-22 2018-04-13 广东中科揽胜辐射防护科技有限公司 一种应用于低本底实验室的模块化组合式射线屏蔽壳体
CN109184048A (zh) * 2018-11-07 2019-01-11 绵阳中正科技有限公司 一种用于建筑内部的水泥预混料加肋轻质隔墙及其组装方法
CN109826361A (zh) * 2019-04-03 2019-05-31 曹友国 一种模块化墙板结构
CN113202241A (zh) * 2021-05-26 2021-08-03 浙江亚厦装饰股份有限公司 一种模块化装配式厨房墙面板
CN116657825A (zh) * 2023-06-02 2023-08-29 中交建筑集团有限公司 一种装配式复合内墙
CN117926970A (zh) * 2024-02-21 2024-04-26 浙江省建设投资集团股份有限公司 一种调配方便的保温防火光伏外墙系统

Similar Documents

Publication Publication Date Title
WO2017076122A1 (zh) 框模一体化轻质抗震墙板
CN110206173B (zh) 一种保温外墙施工方法
CN1211541C (zh) 一种预制复合轻板快速装配轻钢房屋
CN105544858A (zh) 板缝可伸缩的框模一体化隔墙板
CN204919881U (zh) 一种装配喷注轻质混凝土整体墙
WO2019148965A1 (zh) 骨架隔墙
KR101571847B1 (ko) 모듈러유닛의 바닥판 구조체 및 이를 포함하는 모듈러유닛
CN206418808U (zh) 一种应用于寒冷地区集装箱建筑内保温装饰一体化模块
CN101392566A (zh) 多层砖混组砌保温墙体及其施工方法
CN210316035U (zh) 一种抗震防水建筑室内楼面变形缝构造
CN210151967U (zh) 一种防水型建筑室内楼面变形缝构造
JP3213385U (ja) コンクリートパネル結合体
WO2002044493A1 (en) A honeycomb paenl assembly
JP2005325610A (ja) 床の構造
TWM577045U (zh) Edge banding plastic template
ES2364404T3 (es) Revestimiento multicapa.
KR101399578B1 (ko) Ｆｒｐ를 이용한 건축물의 벽체 보수방법
CN203834712U (zh) 一种聚氨酯外墙防水保温板
CN218028646U (zh) 一种大规格陶瓷薄板构造
CN219887346U (zh) 一种防火材料与轻骨料芯材复合的轻质柏板
JP4746781B2 (ja) 建物の外断熱建築工法
JP2002242329A (ja) 外断熱施工方法及び建築物
JP3131834U (ja) ハニカムパネル製屋根材
TWI585275B (zh) 輕型複合樓板
KR20130019586A (ko) 중단열 철골보강벽체 및 이를 적용한 철골골조방식의 한식건축물

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 16861390

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

32PN Ep: public notification in the ep bulletin as address of the adressee cannot be established

Free format text: NOTING OF LOSS OF RIGHTS PURSUANT TO RULE 112(1) EPC (EPO FORM 1205A DATED 14.08.2018)

122 Ep: pct application non-entry in european phase

Ref document number: 16861390

Country of ref document: EP

Kind code of ref document: A1