CN105756233B - A kind of beam wall composite exterior wall component - Google Patents

A kind of beam wall composite exterior wall component Download PDF

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Publication number
CN105756233B
CN105756233B CN201610197640.5A CN201610197640A CN105756233B CN 105756233 B CN105756233 B CN 105756233B CN 201610197640 A CN201610197640 A CN 201610197640A CN 105756233 B CN105756233 B CN 105756233B
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China
Prior art keywords
wall
crossbeam
lobe wall
internal lobe
light filling
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CN201610197640.5A
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CN105756233A (en
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张波
张树辉
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members

Abstract

A kind of beam wall composite exterior wall component, including crossbeam, crossbeam bottom side sets internal lobe wall, internal lobe wall is formed integrally with crossbeam, groove is set in the middle part of internal lobe wall, internal lobe wall and crossbeam opposite side set light filling layer, light filling layer covers crossbeam and internal lobe wall and is full of groove, light filling layer sets siphonal lobe wall away from the side of crossbeam and internal lobe wall, connected between internal lobe wall, light filling layer and siphonal lobe wall by sandwich composite wall plate connector, crossbeam top surface sets some stirrups, and stirrup bottom is pre-buried to inside crossbeam, and at least 2 horizontal bars are set in crossbeam.It is advantageous to simplify working procedure, reduce difficulty of construction, shorten construction period, efficiency of construction is substantially improved, it is not required to carry out work high above the ground in building external during construction, is advantageous to eliminate the potential safety hazard in construction, the concrete parts in the outside of internal lobe wall 2 can be saved, thickness can be reduced effectively compared with existing building exterior wall thickness, advantageously reduce building element own wt and cost of manufacture.

Description

A kind of beam wall composite exterior wall component
Technical field
The present invention relates to the component used in a kind of assembled architecture, specifically a kind of beam wall composite exterior wall component.
Background technology
During the external wall construction of existing fabricated structure, independent building element is respectively prepared with wall in crossbeam, External wall is formed after assembling at the construction field (site), then in crossbeam and wall outer side paving external-wall heat-insulation material and decorative layer, this Kind construction method process is more, less efficient, and need to carry out work high above the ground in building external, there is larger potential safety hazard, Its own thickness is thicker after external wall paving external-wall heat-insulation material and decorative layer, and cost is higher and is unfavorable for effectively using empty Between.In addition, wall body construction own wt is relatively low but area is larger, therefore limited strength, transport and be easily damaged in hoisting process.
The content of the invention
It is an object of the invention to provide a kind of beam wall composite exterior wall component, it can solve the problem that the shortcomings of the prior art.
The present invention to achieve the above object, is achieved through the following technical solutions：Including crossbeam, in crossbeam bottom side is set Leaf wall, internal lobe wall are formed integrally with crossbeam, and groove is set in the middle part of internal lobe wall, and internal lobe wall and crossbeam opposite side set light filling Layer, light filling layer covering crossbeam and internal lobe wall are simultaneously full of groove, and light filling layer is set away from the side of crossbeam and internal lobe wall Siphonal lobe wall, connected between internal lobe wall, light filling layer and siphonal lobe wall by sandwich composite wall plate connector, if crossbeam top surface is set Dry stirrup, stirrup bottom is pre-buried to set at least 2 horizontal bars to inside crossbeam in crossbeam, horizontal bar is connected with each stirrup inside bottom, Horizontal bar both ends pass from crossbeam both ends, and the both ends of horizontal bar are respectively provided with flanging.Light filling layer tip height is higher than stirrup top Highly.Siphonal lobe wall top portion sets horizontal convex tendon close to light filling layer side, is set at the top of light filling layer close to siphonal lobe wall side Translot is put, translot cooperates with horizontal convex tendon.Siphonal lobe wall top end sets groove, siphonal lobe wall bottom away from light filling layer side Away from light filling layer side, convex edge is set.
The advantage of the invention is that：Crossbeam and external wall wall it is prefabricated be integral type building element, be not required to locate during construction The seam between beam and wall is managed, is advantageous to simplify working procedure, reduces difficulty of construction, shorten construction period, be substantially improved and apply Work efficiency rate, it is not required to during construction carry out work high above the ground in building external, is advantageous to eliminate the potential safety hazard in construction, can save The concrete parts in the outside of internal lobe wall 2 are removed, thickness can be reduced effectively compared with existing building exterior wall thickness, advantageously reduce building Component own wt and cost of manufacture, the space availability ratio for lifting building interior.
Brief description of the drawings
Fig. 1 is schematic structural view of the invention；
Fig. 2 is A-A cross section structure diagrams in Fig. 1；
Fig. 3 is B-B cross section structure diagrams in Fig. 1；
Fig. 4 is C portions mplifying structure schematic diagram in Fig. 2；
Fig. 5 is D portions mplifying structure schematic diagram in Fig. 2.
Embodiment
A kind of beam wall composite exterior wall component of the present invention includes crossbeam 1, and the bottom side of crossbeam 1 sets internal lobe wall 2, interior Leaf wall 2 is formed integrally with crossbeam 1, and the middle part of internal lobe wall 2 sets groove 3, and internal lobe wall 2 and the opposite side of crossbeam 1 set light filling layer 4, light filling layer 4 covers crossbeam 1 and internal lobe wall 2 and is full of groove 3, light filling layer 4 away from crossbeam 1 and internal lobe wall 2 one Side sets siphonal lobe wall 5, is connected between internal lobe wall 2, light filling layer 4 and siphonal lobe wall 5 by sandwich composite wall plate connector, crossbeam 1 top surface sets some stirrups 6, and the bottom of stirrup 6 is pre-buried to inside crossbeam 1, setting at least 2 horizontal bars 7 in crossbeam 1, horizontal bar 7 with it is each The inside bottom of stirrup 6 connects, and the both ends of horizontal bar 7 pass from the both ends of crossbeam 1, and the both ends of horizontal bar 7 are respectively provided with flanging 8.It is described sandwich Combined wall board connector both ends are embedded in siphonal lobe wall 5 and internal lobe wall 2, and middle part passes through light filling layer 4, in siphonal lobe wall 5, lightweight Connection function is played between packed layer 4 and internal lobe wall 2.The present invention is prefabricated for integral type building structure by crossbeam 1 and external wall wall Part, it is not required to during construction handle the seam between beam and wall, an overall module component once lifts the construction that can complete a face wall, Be advantageous to simplify working procedure, reduce difficulty of construction, shorten construction period, efficiency of construction is substantially improved.The lightweight of the present invention is filled out Fill layer 4 to be used to mitigate wall own wt, and can enough realizes wall and the heat-insulation and heat-preservation of crossbeam position, first installs with existing Prefabricated partition wall, the form of construction work of laying insulation material is compared outside wall again, is advantageous to further reduce working procedure, is lifted Efficiency of construction, it is not required to during construction carry out work high above the ground in building external, is advantageous to eliminate the potential safety hazard in construction, separately Outside, because the lightweight filler of the lightweight filler in the groove 3 of internal lobe wall 2 and internal lobe wall 2 and the outside of crossbeam 1 is connected, The concrete parts in the outside of internal lobe wall 2 can be saved, therefore the thickness of the present invention can be effective compared with existing building exterior wall thickness Reduce, advantageously reduce building element own wt and cost of manufacture, the space availability ratio for lifting building interior.Crossbeam 1 and wall Body is connected as a single entity, and can strengthen the bulk strength of component itself, makes component not easily damaged in transport and hoisting process in itself.Hoop The bottom of muscle 6 is pre-buried to inside crossbeam 1, and the exposed concrete that can be poured into a mould with the later stage in the top of stirrup 6 be connected, and the both ends of horizontal bar 7 pass horizontal stroke The part of beam can be connected with the construction wall structure of both sides, and the flanging 8 at the both ends of horizontal bar 7 can lift the connection with both sides concrete Intensity.
The present invention is for ease of after the top pouring concrete of crossbeam 1, the concrete parts of cast can be by light filling layer 4 Covering, following structures can used：The tip height of light filling layer 4 is higher than the tip height of stirrup 6.
Bonding strength of the present invention between lifting siphonal lobe wall 5 and light filling layer 4, can be at the top of siphonal lobe wall 5 close to light The side of matter packed layer 4 sets horizontal convex tendon 9, and the top of light filling layer 4 sets translot 10 close to the side of siphonal lobe wall 5, translot 10 with Horizontal convex tendon 9 cooperates.The structure can make the overlap joint that siphonal lobe wall 5 is formed on vertical direction with light filling layer 4, eliminate outer Shearing force between leaf wall 5 and light filling layer 4, sandwich composite wall plate connector is played a protective role, avoided because sandwich multiple Close wall board connector damage and cause siphonal lobe wall 5 is unexpected to come off.

Claims (2)

  1. A kind of 1. beam wall composite exterior wall component, it is characterised in that：Including crossbeam（1）, crossbeam（1）Bottom side sets internal lobe wall （2）, internal lobe wall（2）With crossbeam（1）It is formed integrally, internal lobe wall（2）Middle part sets groove（3）, internal lobe wall（2）And crossbeam（1）Separately Side sets light filling layer（4）, light filling layer（4）Cover crossbeam（1）With internal lobe wall（2）And it is full of groove（3）, lightweight fills out Fill layer（4）Away from crossbeam（1）With internal lobe wall（2）Side set siphonal lobe wall（5）, internal lobe wall（2）, light filling layer（4）With it is outer Leaf wall（5）Between pass through sandwich composite wall plate connector connect, crossbeam（1）Top surface sets some stirrups（6）, stirrup（6）Bottom It is pre-buried to crossbeam（1）Inside, crossbeam（1）Interior setting at least 2 horizontal bars（7）, horizontal bar（7）With each stirrup（6）Inside bottom connects, Horizontal bar（7）Both ends are from crossbeam（1）Both ends pass, horizontal bar（7）Both ends be respectively provided with flanging（8）, light filling layer（4）Top is high Degree is higher than stirrup（6）Tip height, siphonal lobe wall（5）Top is close to light filling layer（4）Side sets horizontal convex tendon（9）, lightweight Packed layer（4）Top is close to siphonal lobe wall（5）Side sets translot（10）, translot（10）With horizontal convex tendon（9）Cooperate.
  2. A kind of 2. beam wall composite exterior wall component according to claim 1, it is characterised in that：Siphonal lobe wall（5）Top is away from light Matter packed layer（4）Side sets groove（11）, siphonal lobe wall（5）Bottom is away from light filling layer（4）Side sets convex edge（12）.
CN201610197640.5A 2015-04-02 2016-03-31 A kind of beam wall composite exterior wall component Active CN105756233B (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201510153758 2015-04-02
CN2015101537583 2015-04-02

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CN105756233B true CN105756233B (en) 2018-01-12

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Family Applications (4)

Application Number Title Priority Date Filing Date
CN201610197638.8A Pending CN105756238A (en) 2015-04-02 2016-03-31 Beam-wall composite component
CN201620262999.1U Active CN205475854U (en) 2015-04-02 2016-03-31 Roof beam wall composite external wall component
CN201620262998.7U Active CN205475863U (en) 2015-04-02 2016-03-31 Roof beam wall composite member
CN201610197640.5A Active CN105756233B (en) 2015-04-02 2016-03-31 A kind of beam wall composite exterior wall component

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CN201610197638.8A Pending CN105756238A (en) 2015-04-02 2016-03-31 Beam-wall composite component
CN201620262999.1U Active CN205475854U (en) 2015-04-02 2016-03-31 Roof beam wall composite external wall component
CN201620262998.7U Active CN205475863U (en) 2015-04-02 2016-03-31 Roof beam wall composite member

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Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105756238A (en) * 2015-04-02 2016-07-13 张波 Beam-wall composite component
CN107740516A (en) * 2017-09-20 2018-02-27 中建科技武汉有限公司 Compound precast concrete filled wall
CN107916749B (en) * 2017-11-10 2023-09-19 宁乡远大住宅工业有限公司 Outer blade reinforced prefabricated external wall panel and production method thereof
CN109487925A (en) * 2018-11-30 2019-03-19 中国建筑第七工程局有限公司 The prefabricated integral-filled wall of one kind and its structure connection method

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2288229Y (en) * 1996-04-13 1998-08-19 李岭群 Shear wallboard
CN102561584A (en) * 2012-01-18 2012-07-11 南京倍立达实业有限公司 Fiber reinforced cement composite concrete precast construction member and production method thereof
CN103334539A (en) * 2013-07-17 2013-10-02 王睿敏 Compound wall board, compound wall board and beam hanging and connecting unit and compound wall board and beam connecting structure
CN203684522U (en) * 2013-12-31 2014-07-02 吕燕 Lightweight composite prefabricated wall plate for house
CN104100026A (en) * 2014-07-18 2014-10-15 北京中联环环美轻钢结构安装有限公司 Disassembling-free steel-frame three-dimensional screen formwork cast-in-place foaming concrete composite wall and construction method
CN204001407U (en) * 2014-07-07 2014-12-10 深圳海龙建筑制品有限公司 Precast shear wall
CN205475854U (en) * 2015-04-02 2016-08-17 张波 Roof beam wall composite external wall component

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4590373B2 (en) * 2006-03-06 2010-12-01 大成建設株式会社 Structural wall
JP2009046934A (en) * 2007-08-22 2009-03-05 Asahi Glass Co Ltd Bearing wall
US9399867B2 (en) * 2009-04-07 2016-07-26 Millwick Acquisition Corp. Concrete panel corner connection
CN202000487U (en) * 2011-02-17 2011-10-05 张剑 Precast beam and precast slab compounded wall board body
CN203834744U (en) * 2014-05-09 2014-09-17 湖南科技大学 Frame type reinforced concrete hollow shear wall structure
CN104060757B (en) * 2014-06-30 2017-06-23 沈阳建筑大学 Precast concrete frame supports shear wall wallboard
CN204212285U (en) * 2014-09-28 2015-03-18 中国建筑股份有限公司 A kind of novel bottom punches and is with the precast concrete shear wall plate of energy-dissipating device

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2288229Y (en) * 1996-04-13 1998-08-19 李岭群 Shear wallboard
CN102561584A (en) * 2012-01-18 2012-07-11 南京倍立达实业有限公司 Fiber reinforced cement composite concrete precast construction member and production method thereof
CN103334539A (en) * 2013-07-17 2013-10-02 王睿敏 Compound wall board, compound wall board and beam hanging and connecting unit and compound wall board and beam connecting structure
CN203684522U (en) * 2013-12-31 2014-07-02 吕燕 Lightweight composite prefabricated wall plate for house
CN204001407U (en) * 2014-07-07 2014-12-10 深圳海龙建筑制品有限公司 Precast shear wall
CN104100026A (en) * 2014-07-18 2014-10-15 北京中联环环美轻钢结构安装有限公司 Disassembling-free steel-frame three-dimensional screen formwork cast-in-place foaming concrete composite wall and construction method
CN205475854U (en) * 2015-04-02 2016-08-17 张波 Roof beam wall composite external wall component

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CN205475854U (en) 2016-08-17
CN105756238A (en) 2016-07-13
CN105756233A (en) 2016-07-13
CN205475863U (en) 2016-08-17

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