CN205475854U - Roof beam wall composite external wall component - Google Patents
Roof beam wall composite external wall component Download PDFInfo
- Publication number
- CN205475854U CN205475854U CN201620262999.1U CN201620262999U CN205475854U CN 205475854 U CN205475854 U CN 205475854U CN 201620262999 U CN201620262999 U CN 201620262999U CN 205475854 U CN205475854 U CN 205475854U
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- CN
- China
- Prior art keywords
- wall
- crossbeam
- lobe wall
- filling layer
- light filling
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Classifications
-
- 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
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Finishing Walls (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model provides a roof beam wall composite external wall component, including the crossbeam, crossbeam bottom one side sets up the internal lobe wall, an organic whole is made with the crossbeam to the internal lobe wall, internal lobe wall middle part sets up the recess, internal lobe wall and crossbeam opposite side set up the light filling layer, the light filling layer covers crossbeam and internal lobe wall and is full of the recess, one side that crossbeam and internal lobe wall were kept away from to the light filling layer sets up the siphonal lobe wall, the internal lobe wall, connect through sandwich composite wall panel connecting piece between light filling layer and the siphonal lobe wall, beam top surface sets up a plurality of stirrups, the stirrup lower part is pre -buried to the crossbeam inside, set up 2 piece at least horizontal muscle in the crossbeam. It is favorable to simplifying the construction process, reduces the construction degree of difficulty, shortens construction cycle, promotes the efficiency of construction by a wide margin, does not need during the construction to carry out high altitude construction in the building outside, is favorable to eliminating the potential safety hazard in the construction, can save the concrete part in 2 outsides on the internal lobe wall, and thickness is compared with existing building outer wall thickness and effectively to be reduced, is favorable to reducing building element self weight and cost of manufacture.
Description
Technical field
This utility model 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, crossbeam and body of wall are respectively prepared independent building element, external wall is constituted at the construction field (site) after assembling, then at crossbeam and wall outer side paving external-wall heat-insulation material and decorative layer, this construction method operation is more, inefficient, and work high above the ground need to be carried out at building external, there is bigger potential safety hazard, after external wall paving external-wall heat-insulation material and decorative layer, himself thickness is thicker, relatively costly and be unfavorable for effectively utilizing space.It addition, wall body construction own wt is relatively low but area is relatively big, therefore limited strength, is easily damaged in transport and hoisting process.
Utility model content
The purpose of this utility model is to provide a kind of beam wall composite exterior wall component, and it can solve the problem that the deficiency that prior art exists.
This utility model is for achieving the above object, it is achieved through the following technical solutions: include crossbeam, crossbeam bottom side arranges internal lobe wall, internal lobe wall is formed integrally with crossbeam, in the middle part of internal lobe wall, groove is set, internal lobe wall and crossbeam opposite side arrange light filling layer, light filling layer covers crossbeam and internal lobe wall and is full of groove, light filling layer arranges siphonal lobe wall away from the side of crossbeam and internal lobe wall, internal lobe wall, connected by sandwich composite wall plate connector between light filling layer and siphonal lobe wall, crossbeam end face arranges some stirrups, stirrup bottom is pre-buried to inside crossbeam, at least 2 horizontal bars are set in crossbeam, horizontal bar is connected with each stirrup inside bottom, horizontal bar two ends all pass from crossbeam two ends, the two ends of horizontal bar are respectively provided with flanging.Light filling layer tip height is higher than stirrup tip height.Siphonal lobe wall top arranges horizontal convex tendon near light filling layer side, and light filling layer top arranges translot near siphonal lobe wall side, and translot cooperates with horizontal convex tendon.Siphonal lobe wall top arranges groove away from light filling layer side, and siphonal lobe wall bottom arranges convex edge away from light filling layer side.
The utility model has the advantage of: crossbeam and external wall body of wall are prefabricated for integral type building element, it is not required to during construction process the seam between beam and body of wall, be conducive to simplifying working procedure, reduce difficulty of construction, shorten construction period, efficiency of construction is substantially improved, it is not required to during construction carry out work high above the ground at building external, be conducive to eliminating the potential safety hazard in construction, the concrete parts outside internal lobe wall 2 can be saved, thickness is effectively reduced compared with existing building exterior wall thickness, advantageously reduce building element own wt and cost of manufacture, promote the space availability ratio of building interior.
Accompanying drawing explanation
Fig. 1 is this utility model structural representation；
Fig. 2 is A-A sectional structure schematic diagram in Fig. 1；
Fig. 3 is B-B sectional structure schematic diagram in Fig. 1；
Fig. 4 is C portion structure for amplifying schematic diagram in Fig. 2；
Fig. 5 is D portion structure for amplifying schematic diagram in Fig. 2.
Detailed description of the invention
A kind of beam wall composite exterior wall component described in the utility model includes crossbeam 1, crossbeam 1 bottom side arranges internal lobe wall 2, internal lobe wall 2 is formed integrally with crossbeam 1, groove 3 is set in the middle part of internal lobe wall 2, internal lobe wall 2 and crossbeam 1 opposite side arrange 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 arranges siphonal lobe wall 5 away from the side of crossbeam 1 and internal lobe wall 2, internal lobe wall 2, connected by sandwich composite wall plate connector between light filling layer 4 and siphonal lobe wall 5, crossbeam 1 end face arranges some stirrups 6, stirrup 6 bottom is pre-buried internal to crossbeam 1, at least 2 horizontal bars 7 are set in crossbeam 1, horizontal bar 7 is connected with each stirrup 6 inside bottom, horizontal bar 7 two ends all pass from crossbeam 1 two ends, the two ends of horizontal bar 7 are respectively provided with flanging 8.Described sandwich composite wall plate connector two ends are embedded in siphonal lobe wall 5 and internal lobe wall 2, and middle part passes light filling layer 4, plays interconnection function between siphonal lobe wall 5, light filling layer 4 and internal lobe wall 2.This utility model by prefabricated to crossbeam 1 and external wall body of wall for integral type building element, it is not required to during construction process the seam between beam and body of wall, an overall module component once lifts the construction that can complete a face wall, be conducive to simplifying working procedure, reduce difficulty of construction, shorten construction period, efficiency of construction is substantially improved.Light filling layer 4 of the present utility model is i.e. used for alleviating body of wall own wt, it is capable of again body of wall and the heat-insulation and heat-preservation of crossbeam position, with existing, prefabricated partition wall is first installed, compare from the outside form of construction work laying insulation material of body of wall again, be conducive to reducing working procedure further, lifting construction efficiency, it is not required to during construction carry out work high above the ground at building external, be conducive to eliminating the potential safety hazard in construction, additionally, owing to the lightweight filler in the groove 3 of internal lobe wall 2 is connected with the lightweight filler outside internal lobe wall 2 and crossbeam 1, the concrete parts outside internal lobe wall 2 can be saved, thickness the most of the present utility model is effectively reduced compared with existing building exterior wall thickness, advantageously reduce building element own wt and cost of manufacture, promote the space availability ratio of building interior.Crossbeam 1 is connected as a single entity with body of wall, it is possible to strengthen the bulk strength of component self, and this is difficult to impaired in transport and hoisting process to make component.Stirrup 6 bottom is pre-buried internal to crossbeam 1, and stirrup 6 top is exposed and can be connected with the concrete of later stage cast, and horizontal bar 7 two ends pass the part of crossbeam and can be connected with the construction wall structure of both sides, and the flanging 8 at horizontal bar 7 two ends can promote and the bonding strength of both sides concrete.
This utility model is for ease of after crossbeam 1 top pouring concrete, and the concrete parts of cast can be covered by light filling layer 4, can use following structure: light filling layer 4 tip height is higher than stirrup 6 tip height.
This utility model is to promote the bonding strength between siphonal lobe wall 5 and light filling layer 4, at siphonal lobe wall 5 top, horizontal convex tendon 9 can be set near light filling layer 4 side, light filling layer 4 top arranges translot 10 near siphonal lobe wall 5 side, and translot 10 cooperates with horizontal convex tendon 9.This structure can make the overlap joint that siphonal lobe wall 5 and light filling layer 4 are formed on vertical direction; eliminate the shearing force between siphonal lobe wall 5 and light filling layer 4; sandwich composite wall plate connector is played a protective role, it is to avoid cause siphonal lobe wall 5 surprisingly to come off because sandwich composite wall plate connector damages.
Claims (4)
- null1. a beam wall composite exterior wall component，It is characterized in that: include crossbeam (1)，Crossbeam (1) bottom side arranges internal lobe wall (2)，Internal lobe wall (2) is formed integrally with crossbeam (1)，Internal lobe wall (2) middle part arranges groove (3)，Internal lobe wall (2) and crossbeam (1) opposite side arrange light filling layer (4)，Light filling layer (4) covers crossbeam (1) and internal lobe wall (2) full groove (3)，Light filling layer (4) arranges siphonal lobe wall (5) away from the side of crossbeam (1) and internal lobe wall (2)，Internal lobe wall (2)、Connected by sandwich composite wall plate connector between light filling layer (4) and siphonal lobe wall (5)，Crossbeam (1) end face arranges some stirrups (6)，Stirrup (6) bottom is pre-buried internal to crossbeam (1)，At least 2 horizontal bars (7) are set in crossbeam (1)，Horizontal bar (7) is connected with each stirrup (6) inside bottom，Horizontal bar (7) two ends all pass from crossbeam (1) two ends，The two ends of horizontal bar (7) are respectively provided with flanging (8).
- A kind of beam wall composite exterior wall component the most according to claim 1, it is characterised in that: light filling layer (4) tip height is higher than stirrup (6) tip height.
- A kind of beam wall composite exterior wall component the most according to claim 1, it is characterized in that: siphonal lobe wall (5) top arranges horizontal convex tendon (9) near light filling layer (4) side, light filling layer (4) top arranges translot (10) near siphonal lobe wall (5) side, and translot (10) cooperates with horizontal convex tendon (9).
- A kind of beam wall composite exterior wall component the most according to claim 1, it is characterised in that: siphonal lobe wall (5) top arranges groove (11) away from light filling layer (4) side, and siphonal lobe wall (5) bottom arranges convex edge (12) away from light filling layer (4) side.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2015101537583 | 2015-04-02 | ||
| CN201510153758 | 2015-04-02 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205475854U true CN205475854U (en) | 2016-08-17 |
Family
ID=56346890
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 |
| 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 |
| CN201620262999.1U Active CN205475854U (en) | 2015-04-02 | 2016-03-31 | Roof beam wall composite external wall component |
Family Applications Before (3)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610197638.8A Pending CN105756238A (en) | 2015-04-02 | 2016-03-31 | Beam-wall composite 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 |
Country Status (1)
| Country | Link |
|---|---|
| CN (4) | CN105756238A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756233A (en) * | 2015-04-02 | 2016-07-13 | 张波 | Beam-wall composite exterior wall component |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN2288229Y (en) * | 1996-04-13 | 1998-08-19 | 李岭群 | Shear wallboard |
| 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 |
| CN102561584B (en) * | 2012-01-18 | 2016-02-24 | 南京倍立达新材料系统工程股份有限公司 | The production method of fiber reinforced cement composite concrete precast construction member |
| CN103334539B (en) * | 2013-07-17 | 2015-08-05 | 王睿敏 | Combined wall board, combined wall board and crossbeam mount unit and combined wall board and beam connecting structure |
| CN203684522U (en) * | 2013-12-31 | 2014-07-02 | 吕燕 | Lightweight composite prefabricated wall plate for house |
| 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 |
| CN204001407U (en) * | 2014-07-07 | 2014-12-10 | 深圳海龙建筑制品有限公司 | Precast shear wall |
| CN104100026B (en) * | 2014-07-18 | 2017-05-24 | 江西双德建筑工程有限公司 | Construction method for disassembling-free steel-frame three-dimensional screen formwork cast-in-place foaming concrete composite wall |
| 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 |
| CN105756238A (en) * | 2015-04-02 | 2016-07-13 | 张波 | Beam-wall composite component |
-
2016
- 2016-03-31 CN CN201610197638.8A patent/CN105756238A/en active Pending
- 2016-03-31 CN CN201620262998.7U patent/CN205475863U/en active Active
- 2016-03-31 CN CN201610197640.5A patent/CN105756233B/en active Active
- 2016-03-31 CN CN201620262999.1U patent/CN205475854U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756233A (en) * | 2015-04-02 | 2016-07-13 | 张波 | Beam-wall composite exterior wall component |
| CN105756233B (en) * | 2015-04-02 | 2018-01-12 | 张波 | A kind of beam wall composite exterior wall component |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105756233B (en) | 2018-01-12 |
| CN105756233A (en) | 2016-07-13 |
| CN205475863U (en) | 2016-08-17 |
| CN105756238A (en) | 2016-07-13 |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |