CN205189295U - Novel externally -hanging wallboard - Google Patents
Novel externally -hanging wallboard Download PDFInfo
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- CN205189295U CN205189295U CN201520500807.1U CN201520500807U CN205189295U CN 205189295 U CN205189295 U CN 205189295U CN 201520500807 U CN201520500807 U CN 201520500807U CN 205189295 U CN205189295 U CN 205189295U
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- hangers
- cladding panel
- connecting hole
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- floor beam
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Abstract
The utility model discloses a novel externally -hanging wallboard, including cladding panel (1) for last hangers (2) of card on floor roof beam lower part is outstanding, card are lower hangers (3) on outstanding on floor roof beam upper portion, go up hangers (2) and hangers (3) down be provided with run through with the floor roof beam on pre -buried connecting reinforcement (5) stretch out connecting hole (4) of holding the block, cladding panel (1), last hangers (2), lower hangers (3) overall structure for prefabricating, go up hangers (2) and lower hangers (3) and pass through connecting hole (4) interior cast in situ concrete with externally -hanging wallboard and floor roof beam fixed connection. The dry construction, the construction is simple and convenient, green, hoist and mount are supported portably, need not the welding, compare with welded connection, thoroughly solve and corrode conflagration hidden danger problem, externally -hanging wallboard passes power and traditional brick wall body is unanimous, and the atress is even, production is simple and convenient, and the cost is controllable, externally -hanging wallboard is connected with the major structure is articulated, and is little to the influence of main part structural stiffness.
Description
Technical field
A kind of Novel external wallboard, is applied to the buildingsurface link plate of building prefabricated concrete structure, belongs to building field.
Background technology
From architectural, exterior wall cladding is a kind of construction method, is outside sheet material being hung on body of wall by the construction method such as cladding, to reach the effects such as decoration or insulation.Say from product, exterior wall cladding is a class constructional materials, is the building board for exterior wall.Exterior wall cladding must have anticorrosion, high temperature resistant, anti-aging, radiationless, fire prevention, insect protected, the key property such as indeformable, also requires handsome in appearance, easy construction, environmental protection and energy saving etc. simultaneously.Common exterior wall cladding has fiber cement board, aluminium-plastic panel, PVC board, stone material etc.
The advantage of prefabricated concrete structure: one is energy-conservation, because cladding panel is two surface concrete therebetween extruded sheets, help its heat-insulating property compared with the external wall outer insulation of traditional architecture or exterior wall internal insulation performance better, meanwhile, the wall face finishing obscission that traditional architecture has brought because having done Surgery therapy is also solved; Two is environmental protection, owing to adopting factorial praluction, the building waste of job site is reduced in a large number, thus more environmental protection; Three is save template, and because superimposed sheet does floor bottom mould, cladding panel makes a side template of shear wall, therefore saves a large amount of templates; Four is reductions of erection time, because a large amount of wallboards and prefabricated superimposed sheet are all in plant produced, thus substantially reduce the number site operation intensity, even eliminates and build by laying bricks or stones and plastering process, therefore substantially reduces the overall duration.The shortcoming of prefabricated concrete structure is that requirement unwrapping wire is accurate, and level measurement is accurate; Higher to reserving hole position accuracy demand; Gap at the bottom of plate becomes splayed, may easily come off after jointing; Also there is certain error in prefabricated units size, time assembled, gap is sometimes excessive or uneven; Cladding panel is without watertight rubber bar; The non-built-in wooden brick in part doorframe place; The process of side fascia seam adopts weather-resistant glue, and aging rear replacing is inconvenient; The construction costs of assembled architecture, compared with traditional architecture construction costs, high a lot; Without outrigger, there is certain potential safety hazard in work high above the ground.
In prior art, the connected mode of out-hung panel and floor beam is divided into wet type, dry type.As shown in Figure 4, dry type out-hung panel is by being welded to connect, floor beam be respectively equipped with floor beam pre-embedded steel slab up and down, the position that cladding panel is corresponding with floor beam pre-embedded steel slab is provided with cladding panel pre-embedded steel slab, and floor beam pre-embedded steel slab and cladding panel pre-embedded steel slab are by being welded and fixed.The deficiency of which is that lifting supports complexity, needs welding, there is burn into fire prevention hidden danger; Out-hung panel needs pre-embedded steel slab, and production process is comparatively complicated, cannot change; Antirust detection difficult.
If Fig. 5 is wet type out-hung panel, be provided with the pre-buried and pre-buried spacing angle steel of the cladding panel stretched out in cladding panel, cladding panel and floor beam are fixed by cast-in-place concrete by the pre-buried spacing angle steel of cladding panel.The deficiency of which is that lifting supports complexity, and out-hung panel needs pre-buried spacing angle steel, and concrete amount is comparatively large, and setting time is longer, is unfavorable for efficient construction.
Summary of the invention
The utility model discloses a kind of Novel external wallboard, is dry construction, easy construction, environmental protection; Lifting supports easy, without the need to welding, compared with being welded to connect, thoroughly solves corrosion, disaster hidden-trouble problem; Out-hung panel power transmission is consistent with traditional brick wall body, uniform force; Produce easy, cost is controlled; Out-hung panel and agent structure are articulated and connected, little to agent structure stiffness effect.
A kind of Novel external wallboard, it is characterized in that, described a kind of Novel external wallboard comprises cladding panel 1, for being stuck in the upper hangers 2 that floor beam bottom is given prominence to, be stuck in the lower hangers 3 that floor beam top is given prominence to, described upper hangers 2 and lower hangers 3 are provided with the connecting hole 4 engaged with connecting reinforcement 5 external part pre-buried on floor beam run through, described cladding panel 1, upper hangers 2, lower hangers 3 is prefabricated overall structure, and out-hung panel is fixedly connected with floor beam by the cast-in-situ concrete in connecting hole 4 with lower hangers 3 by described upper hangers 2.
Described cladding panel 1 is whole concrete plate or the concrete slab with thermal insulation clamp central layer.
Described upper hangers 2 is at least two that are distributed in cladding panel 1 transverse direction that are separated.
Described lower hangers 3 is at least two that are distributed in cladding panel 1 transverse direction that are separated.
The cross section of described connecting hole 4 is circular, or rectangle, or square.
The connecting reinforcement 5 stretched in described connecting hole 4 is at least one.
Accompanying drawing explanation
Fig. 1 is a kind of elevation cross-sectional view of Novel external wallboard;
Fig. 2 is a kind of left view of Novel external wallboard;
Fig. 3 is the top view of upper hangers 2 on a kind of Novel external wallboard;
Fig. 4 is the elevation cross-sectional view of dry type out-hung panel when being welded to connect;
The elevation cross-sectional view of out-hung panel when Fig. 5 is wet type connection;
In figure: 1, cladding panel, 2, upper hangers, 3, lower hangers, 4, connecting hole, 5, connecting reinforcement.
Detailed description of the invention
Illustrate below in conjunction with embodiment: cladding panel 1, for being stuck in the upper hangers 2 that floor beam bottom is given prominence to, be stuck in the lower hangers 3 that floor beam top is given prominence to, upper hangers 2 and lower hangers 3 are provided with the connecting hole 4 engaged with connecting reinforcement 5 external part pre-buried on floor beam run through, cladding panel 1, upper hangers 2, lower hangers 3 is prefabricated overall structure, and out-hung panel is fixedly connected with floor beam by the cast-in-situ concrete in connecting hole 4 with lower hangers 3 by upper hangers 2.
Cladding panel 1 is the concrete slab with thermal insulation clamp central layer.Upper hangers 2 is two that are distributed in cladding panel 1 transverse direction that are separated, and lower hangers 3 is two that are distributed in cladding panel 1 transverse direction that are separated, and the cross section of connecting hole 4 is circular, and the connecting reinforcement 5 stretched in connecting hole 4 is one.
The junction of floor beam and out-hung panel be provided with upper and lower two outstanding, for placing upper hangers 2 and lower hangers 3, after out-hung panel is sling, by floor beam upper and lower two outstanding between space upper hangers 2 is placed on floor beam under outstanding on, the connecting reinforcement 5 that floor beam stretches out penetrates in connecting hole 4, lower hangers 3 is placed on the upper of lower first floor layer beam and gives prominence to, and the connecting reinforcement 5 that floor beam stretches out penetrates in connecting hole 4.
Support out-hung panel with bracing or strutting arrangement, due to upper and lower two the outstanding support out-hung panels of floor beam, it is easy relative to dry type or wet-format to support, and regulates the position of connecting hole 4 and connecting reinforcement 5, makes out-hung panel perpendicular to ground.Be cast in connecting hole 4 with cast-in-situ concrete, after cast-in-situ concrete is solidified, remove support.Leave piece between out-hung panel, prevention to expand with heat and contract with cold to out-hung panel between damage.
Claims (6)
1. a Novel external wallboard, it is characterized in that, described a kind of Novel external wallboard comprises cladding panel (1), for being stuck in the upper hangers (2) given prominence to floor beam bottom, be stuck in the lower hangers (3) given prominence on floor beam top, described upper hangers (2) and lower hangers (3) are provided with the connecting hole (4) engaged with pre-buried connecting reinforcement (5) external part on floor beam run through, described cladding panel (1), upper hangers (2), lower hangers (3) is prefabricated overall structure, out-hung panel is fixedly connected with floor beam by the cast-in-situ concrete in connecting hole (4) with lower hangers (3) by described upper hangers (2).
2. a kind of Novel external wallboard according to claim 1, is characterized in that, described cladding panel (1) is whole concrete plate or the concrete slab with thermal insulation clamp central layer.
3. a kind of Novel external wallboard according to claim 1, is characterized in that, described upper hangers (2) is at least two that are distributed in cladding panel (1) transverse direction of separation.
4. a kind of Novel external wallboard according to claim 1, is characterized in that, described lower hangers (3) is at least two that are distributed in cladding panel (1) transverse direction of separation.
5. a kind of Novel external wallboard according to claim 1, is characterized in that, the cross section of described connecting hole (4) is circular, or rectangle, or square.
6. a kind of Novel external wallboard according to claim 1, is characterized in that, the connecting reinforcement (5) stretched in described connecting hole (4) is at least one.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520500807.1U CN205189295U (en) | 2015-07-10 | 2015-07-10 | Novel externally -hanging wallboard |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520500807.1U CN205189295U (en) | 2015-07-10 | 2015-07-10 | Novel externally -hanging wallboard |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205189295U true CN205189295U (en) | 2016-04-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520500807.1U Active CN205189295U (en) | 2015-07-10 | 2015-07-10 | Novel externally -hanging wallboard |
Country Status (1)
| Country | Link |
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| CN (1) | CN205189295U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110093999A (en) * | 2019-06-13 | 2019-08-06 | 南京工业大学 | Connecting device and construction method of precast concrete external wall panel |
| CN115217237A (en) * | 2022-04-12 | 2022-10-21 | 中冶建工集团有限公司 | Exterior wall system for assembly type steel structure building |
-
2015
- 2015-07-10 CN CN201520500807.1U patent/CN205189295U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110093999A (en) * | 2019-06-13 | 2019-08-06 | 南京工业大学 | Connecting device and construction method of precast concrete external wall panel |
| CN115217237A (en) * | 2022-04-12 | 2022-10-21 | 中冶建工集团有限公司 | Exterior wall system for assembly type steel structure building |
| CN115217237B (en) * | 2022-04-12 | 2023-10-27 | 中冶建工集团有限公司 | External wall system for assembled steel structure building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170912 Address after: 518057, Shenzhen, Guangdong province Nanshan District science and technology in the two road, No. 19 Jin Jia Technology Building, 2 floor Patentee after: International Design Consultants (Shenzhen) Co., Ltd. Address before: 200093 Shanghai city Yangpu District Kongjiang Road 1505 Lane No. 25 room 1101 Patentee before: Ye Lili |