CN204703527U - The plane hoisting structure of the complete prefabricated wire mesh frame sandwich wallboard of a kind of assembling - Google Patents
The plane hoisting structure of the complete prefabricated wire mesh frame sandwich wallboard of a kind of assembling Download PDFInfo
- Publication number
- CN204703527U CN204703527U CN201520446602.XU CN201520446602U CN204703527U CN 204703527 U CN204703527 U CN 204703527U CN 201520446602 U CN201520446602 U CN 201520446602U CN 204703527 U CN204703527 U CN 204703527U
- Authority
- CN
- China
- Prior art keywords
- wallboard
- suspender
- steel wire
- net rack
- wire net
- Prior art date
- Legal status (The legal status 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 status listed.)
- Active
Links
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model discloses the plane hoisting structure of the complete prefabricated wire mesh frame sandwich wallboard of a kind of assembling, comprise the steel wire net rack be arranged in wallboard, described wallboard is provided with some suspenders, one end of suspender to be all vertically set in wallboard and to be connected with steel wire net rack, some cover reinforcing mechanisms are provided with in wallboard, reinforcing mechanisms is divided into some groups, each root suspender correspondence is arranged in the region of wherein one group of reinforcing mechanisms formation, and the reinforcing mechanisms one end in same group all connects with corresponding suspender, the other end is connected with steel wire net rack.This hoisting structure simple structure, excellent in mechanical performance, greatly improve integral rigidity at suspension centre place of wallboard steel wire net rack and overall work performance, make the pre-buried bearing capacity of suspender have reliable guarantee; Evade the detailing requiments that concrete embedded part is complicated and harsh simultaneously, make that pre-buried suspender constructs simplification, pre-buried suspender minimizes wallboard function effect, reduces wallboard cost.
Description
Technical field
The utility model relates to Structural Engineering field, particularly, relates to the plane hoisting structure of the complete prefabricated wire mesh frame sandwich wallboard of a kind of assembling.
Background technology
Wire mesh frame sandwich wallboard has lightweight, high-strength, thermal and insulating performance good, sound insulation property is good, fireproof performance also meets the features such as code requirement; Meanwhile, the inner installation space bar frame of wallboard, bearing capacity has designability, surface layer steel fabric sheet can prevent the advantages such as road surface crocking again.Its traditional making molding mode is for first to adopt equidistant steel tie to be fixed on major structure of construction by steel mesh frame sandwich, then it is shaping to spray two sides layer concrete (or cement) at the scene, and it belongs to half prefabricated half cast-in-place product.
In recent years, under the driving of " green building action " and " industrialization of construction industry, housing industrialization " policy and economic development, the building walling of assembling green building and green energy conservation has now become the focus of studies in China and exploration.Therefore, carried out by traditional lightweight wire mesh frame sandwich wallboard improving, entirely prefabricated, the suitability for industrialized production, the prefabricated construction tool that realize complete prefabricated wire mesh frame sandwich wallboard are of great significance.
And the lifting that the complete prefabricated wire mesh frame sandwich wallboard of assembling is produced, a key technical problem is exactly wallboard in construction.It is different from the lifting of traditional lightweight wire mesh frame sandwich wallboard, because traditional wire mesh frame sandwich wallboard only lifts the steel mesh frame sandwich of very light in weight, and the complete prefabricated wire mesh frame sandwich wallboard of assembling is often whole wallboard (wall-plate level is for building floor height, panel width for building standard width of a room in an old-style house width) according to the feature requirement of assembled architecture, from great, can up to more than 4 tons.It is also different from the lifting of complete prefabricated whole the concrete panel of existing assembling, because complete prefabricated whole the concrete panel coagulate layer thickness of existing assembling is thicker, be not less than 80mm, even up to 170mm, suspender can be directly pre-buried with in concrete pavement, and the built-in fitting bearing capacity of suspender has reliable guarantee; And assembling full pre-manufactured steel screen frame sandwich whole wallboard both sides concrete pavement is very thin, be generally 50mm, if be directly embedded in advance in facing concrete by suspender, bearing capacity is difficult to ensure; If meet built-in fitting carrying and detailing requiments, to carry out the solid concrete design of wallboard local in built-in fitting position, then affect the heat-insulating property of wallboard.Therefore, the research of the pre-buried reinforcement of suspender of the complete prefabricated wire mesh frame sandwich wallboard of assembling has very important practical significance.
Utility model content
Technical problem to be solved in the utility model is to provide the plane hoisting structure of the complete prefabricated wire mesh frame sandwich wallboard of a kind of assembling, this hoisting structure simple structure, excellent in mechanical performance, greatly improve integral rigidity at suspension centre place of wallboard steel wire net rack and overall work performance, make the pre-buried bearing capacity of suspender have reliable guarantee.
The technical scheme in the invention for solving the above technical problem is: the plane hoisting structure of the complete prefabricated wire mesh frame sandwich wallboard of a kind of assembling, comprise the steel wire net rack be arranged in wallboard, described wallboard is provided with some suspenders, one end of suspender to be all vertically set in wallboard and to be connected with steel wire net rack, quadrangular pyramid steel wire is preferably provided with as reinforcing mechanisms in wallboard, quadrangular pyramid steel wire is divided into some groups, each root suspender correspondence is arranged in the region of wherein one group of quadrangular pyramid steel wire formation, and the quadrangular pyramid steel wire one end in same group all connects with corresponding suspender, the other end is connected with steel wire net rack.The suspender used directly is connected with the steel wire net rack in wallboard, and preferably adopts quadrangular pyramid steel wire to strengthen the steel wire net rack in wallboard at hoisting point position place.Quadrangular pyramid steel wire is architectural conventional parts, and it is tilted in the space of steel wire net rack, and oblique inserted wire is in tilted layout at hoisting point position place and makes its axle power be pulling force; Suspender, reinforcement quadrangular pyramid steel wire and steel wire net rack all adopt factory to be welded to connect, and reinforcement quadrangular pyramid steel wire and suspender all adopt factory to be welded to connect.Lifting load is directly passed to steel wire net rack by suspender, make full use of the space mechanics performance of steel wire net rack uniqueness, while ensureing the pre-buried bearing capacity of suspender, evade the detailing requiments that concrete embedded part is complicated and harsh, make that pre-buried suspender constructs simplification, pre-buried suspender minimizes wallboard function effect.
Wallboard is formed primarily of concrete pavement, laminboard layer and steel wire net rack, and laminboard layer is arranged between concrete pavement, and laminboard layer is connected for overall structure by steel wire net rack simultaneously with concrete pavement; Steel wire net rack primarily of be arranged in concrete pavement steel fabric sheet, to weld with steel fabric sheet and oblique inserted wire through laminboard layer is formed, the unidirectional interlaced arrangement of oblique inserted wire.The junction that quadrangular pyramid steel wire is connected with steel wire net rack is the junction of oblique inserted wire and steel fabric sheet.Suspender is arranged in concrete pavement after being connected with the steel fabric sheet in wallboard with laminboard layer through concrete pavement, and the link position of suspender and steel fabric sheet is the link position of oblique inserted wire and steel fabric sheet.Because in complete prefabricated wire mesh frame sandwich wallboard, the oblique inserted wire of steel wire net rack is unidirectional interlaced arrangement, it is presented as co-operation poor performance between the independent power transmission pattern of many group plane frames, truss, at hoisting point position place, stress concentration phenomenon easily appears in steel wire net rack.Adopt quadrangular pyramid steel wire to strengthen the integral rigidity of hoisting point position place steel wire net rack, the co-operation performance of plane frame system, make internal force homogenising; And quadrangular pyramid steel wire makes its tension under lifting load in the direction that is in tilted layout at suspension centre place, reduce the shearing resistance of steel wire net rack oblique inserted wire pressurized, prevent hoisting point position place oblique inserted wire buckling failure under pressure, utilize the shearing resistance of quadrangular pyramid steel wire tension, excellent in mechanical performance, saves material.
To sum up, the beneficial effects of the utility model are:
1, the suspender of the complete prefabricated wire mesh frame sandwich wallboard of a kind of assembling that provides of the utility model is pre-buried adds strong method, excellent in mechanical performance, greatly improve integral rigidity at suspension centre place of wallboard steel wire net rack and overall work performance, make the pre-buried bearing capacity of suspender have reliable guarantee.
2, the suspender of the complete prefabricated wire mesh frame sandwich wallboard of a kind of assembling that provides of the utility model is pre-buried adds strong method, and pre-buried suspender structure simplifies most, pre-buried suspender minimizes wallboard function effect, reduces wallboard cost.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the A-A generalized section of Fig. 1;
Fig. 3 is the B-B generalized section of Fig. 1.
Mark and corresponding component title in accompanying drawing: 1-suspender; 2-quadrangular pyramid steel wire; 3-concrete pavement; 4-laminboard layer; 5-steel fabric sheet; 6-oblique inserted wire.
Detailed description of the invention
Below in conjunction with embodiment and accompanying drawing, to the detailed description further of the utility model do, but embodiment of the present utility model is not limited thereto.
Embodiment 1:
As Fig. 1, Fig. 2, shown in Fig. 3, the plane hoisting structure of the complete prefabricated wire mesh frame sandwich wallboard of a kind of assembling, comprise the steel wire net rack be arranged in wallboard, described wallboard is provided with some suspenders 1, one end of suspender 1 to be all vertically set in wallboard and to be connected with steel wire net rack, quadrangular pyramid steel wire 2 is preferably provided with as reinforcing mechanisms in wallboard, quadrangular pyramid steel wire 2 is divided into some groups, each root suspender correspondence is arranged in the region of wherein one group of quadrangular pyramid steel wire 2 formation, and quadrangular pyramid steel wire 2 one end in same group all connects with corresponding suspender 1, the other end is connected with steel wire net rack.According to computational analysis, determine wallboard hoisting point position.Pre-buried suspender 1 welds with wallboard both sides steel fabric sheet 5 by hoisting point position place, lifting load is made directly to be passed to steel wire net rack by suspender 1, make full use of the spatial stress characteristic of steel wire net rack, ensure the reliable bearing capacity of pre-buried suspender, evade the detailing requiments that concrete embedded part is complicated and harsh, make that pre-buried suspender constructs simplification, pre-buried suspender minimizes wallboard function effect.Simultaneously, quadrangular pyramid steel wire 2 is adopted to strengthen rigidity and the integral working of hoisting point position place steel wire net rack, ensure the excellent mechanical property of suspension-center pre-embedded place steel wire net rack, make internal force homogenising, in the present embodiment, the corresponding four quadrangular pyramid steel wires of each root suspender 12, four quadrangular pyramid steel wires 2 back wall that tilts is arranged around this suspender 1, the center line of quadrangular pyramid steel wire 2 and the center line of suspender 1 are the angle of 30 °, and fix with it simultaneously; Reduce the shearing resistance of steel wire net rack oblique inserted wire pressurized, prevent oblique inserted wire compressive buckling, utilize the shearing resistance of quadrangular pyramid steel wire tension, excellent in mechanical performance, save material.By the most simplification of the mechanical property of suspension centre excellence and structure, reduce wallboard cost.
Embodiment 2:
As shown in Figure 1, Figure 2, Figure 3 shows, on the basis of embodiment 1, wallboard is formed primarily of concrete pavement 3, laminboard layer 4 and steel wire net rack, and laminboard layer 4 is arranged between concrete pavement 3, and laminboard layer 4 is connected for overall structure with concrete pavement 3 by steel wire net rack simultaneously.Steel wire net rack primarily of be arranged in concrete pavement 3 steel fabric sheet 5, to weld with steel fabric sheet 5 and oblique inserted wire 6 through laminboard layer 4 is formed, the unidirectional interlaced arrangement of oblique inserted wire 6, quadrangular pyramid steel wire 2 and steel wire net rack link position are the junction of oblique inserted wire 6 and steel fabric sheet 5.After suspender 1 is connected with wallboard both sides steel fabric sheet 5 with laminboard layer 4 through concrete pavement 3 even in concrete pavement 3, suspender 1 and the link position of steel fabric sheet 5 are the link position of oblique inserted wire and steel fabric sheet, and quadrangular pyramid steel wire 2 is in tilted layout at hoisting point position place, direction makes its axle power be pulling force, quadrangular pyramid steel wire 2 increases the fastness of steel wire frame structure simultaneously, can not be out of shape during lifting.
The above; it is only preferred embodiment of the present utility model; not any pro forma restriction is done to the utility model; every according to technology of the present utility model, method in fact to any simple modification, equivalent variations that above embodiment is done, all fall within protection domain of the present utility model.
Claims (5)
1. the plane hoisting structure of the complete prefabricated wire mesh frame sandwich wallboard of assembling, it is characterized in that, comprise the steel wire net rack be arranged in wallboard, described wallboard is provided with some suspenders (1), one end of suspender (1) to be all vertically set in wallboard and to be connected with steel wire net rack, reinforcing mechanisms is provided with in wallboard, reinforcing mechanisms is divided into some groups, each root suspender correspondence is arranged in the region of wherein one group of reinforcing mechanisms formation, and the reinforcing mechanisms one end in same group all connects with corresponding suspender (1), the other end is connected with steel wire net rack.
2. the plane hoisting structure of the complete prefabricated wire mesh frame sandwich wallboard of a kind of assembling according to claim 1, it is characterized in that, described wallboard is formed primarily of concrete pavement (3), laminboard layer (4) and steel wire net rack, laminboard layer (4) is arranged between concrete pavement (3), and laminboard layer (4) is connected with concrete pavement (3) for overall structure by steel wire net rack simultaneously.
3. the plane hoisting structure of the complete prefabricated wire mesh frame sandwich wallboard of a kind of assembling according to claim 2, it is characterized in that, described steel wire net rack primarily of be arranged in concrete pavement steel fabric sheet (5), to weld with steel fabric sheet (5) and oblique inserted wire (6) through laminboard layer (4) is formed, oblique inserted wire (6) unidirectional interlaced arrangement, the junction that reinforcing mechanisms is connected with steel wire net rack is the junction of oblique inserted wire (6) and steel fabric sheet (5).
4. the plane hoisting structure of the complete prefabricated wire mesh frame sandwich wallboard of a kind of assembling according to claim 3, it is characterized in that, described suspender (1) is through concrete pavement (3) and laminboard layer (4), be arranged in concrete pavement (3) after being connected with wallboard both sides steel fabric sheet (5), suspender (1) and the link position of steel fabric sheet (5) are the junction of oblique inserted wire (6) and steel fabric sheet (5).
5. the plane hoisting structure of the complete prefabricated wire mesh frame sandwich wallboard of a kind of assembling as claimed in any of claims 1 to 4, is characterized in that, described reinforcing mechanisms is quadrangular pyramid steel wire (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520446602.XU CN204703527U (en) | 2015-06-26 | 2015-06-26 | The plane hoisting structure of the complete prefabricated wire mesh frame sandwich wallboard of a kind of assembling |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520446602.XU CN204703527U (en) | 2015-06-26 | 2015-06-26 | The plane hoisting structure of the complete prefabricated wire mesh frame sandwich wallboard of a kind of assembling |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204703527U true CN204703527U (en) | 2015-10-14 |
Family
ID=54283153
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520446602.XU Active CN204703527U (en) | 2015-06-26 | 2015-06-26 | The plane hoisting structure of the complete prefabricated wire mesh frame sandwich wallboard of a kind of assembling |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204703527U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107503519A (en) * | 2017-08-31 | 2017-12-22 | 中国二十二冶集团有限公司 | Three layers of composite steel column sandwich heat preservation Side fascia hanging method of assembling type steel structure house |
-
2015
- 2015-06-26 CN CN201520446602.XU patent/CN204703527U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107503519A (en) * | 2017-08-31 | 2017-12-22 | 中国二十二冶集团有限公司 | Three layers of composite steel column sandwich heat preservation Side fascia hanging method of assembling type steel structure house |
| CN107503519B (en) * | 2017-08-31 | 2019-09-24 | 中国二十二冶集团有限公司 | Three layers of composite steel column sandwich heat preservation Side fascia hanging method of assembling type steel structure house |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100386487C (en) | Multi-rib structure system and its connection construction method | |
| CN102433955B (en) | Assembling prefabricated light steel composite load-bearing wall panel | |
| CN204252324U (en) | Prefabricated steel construction integration assembling green building component with window opening or door opening | |
| CN202248499U (en) | Outer wall prefabricated slab in framework structure | |
| CN102704585A (en) | Construction technology for noncombustible type double-interlayer foam concrete insulation board | |
| CN201695515U (en) | Light-steel light-concrete structural system | |
| CN201962844U (en) | Hollow composition board internally provided with steel pipes and steel plates | |
| CN213449034U (en) | Assembled light composite function outer wall enclosure system | |
| CN204703528U (en) | The vertical hanging assembling structure of the complete prefabricated wire mesh frame sandwich wallboard of a kind of assembling | |
| CN102776977A (en) | Novel heat insulation, fire prevention and earthquake resistance integrated energy-saving wall block for building exterior wall | |
| CN107938934B (en) | Composite reinforced wood skeleton wallboard and on-site rapid assembly method | |
| CN204703527U (en) | The plane hoisting structure of the complete prefabricated wire mesh frame sandwich wallboard of a kind of assembling | |
| CN202644826U (en) | Hollow internal model steel screen and cement anti-seismic interior wall of insulation wall | |
| CN204252325U (en) | A kind of in-line Prefabricated steel construction integration assembling green building component | |
| CN104060763A (en) | Z-shaped steel pipe-steel framework recycled concrete combined pillar | |
| CN203514534U (en) | Steel channel web inserted type connection joint structure between steel girders and square concrete-filled steel-tubular column | |
| CN102146702B (en) | Profile steel gypsum combined building structure | |
| CN214942942U (en) | Novel steel skeleton-bamboo board combined wall | |
| CN206529951U (en) | A kind of compound floor modules of steel skeleton | |
| CN202787645U (en) | Bidirectional prestress steel wire net rack wall plate | |
| CN202000473U (en) | Lattice beam | |
| CN205776898U (en) | Overall assembled reinforced concrete shear wall structure system | |
| CN107386510A (en) | A kind of sandwich floor of the close rib of chain concrete folding of cross rib | |
| CN204212261U (en) | Post and curved beam horizontal flexibility connection space structural system | |
| CN202117166U (en) | Shape steel gypsum combined type building structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 610000 No. 688, Tianfu Road, Chengdu hi tech Zone, Sichuan, China Patentee after: Sichuan architectural design and Research Institute Co., Ltd Address before: Dong Ma Street 610000 Sichuan city of Chengdu Province, No. 20 Patentee before: SICHUAN PROVINCIAL ARCHITECTURAL DESIGN AND RESEARCH INSTITUTE |
|
| CP03 | Change of name, title or address |