CN103821264B - A kind of precast concrete wall - Google Patents
A kind of precast concrete wall Download PDFInfo
- Publication number
- CN103821264B CN103821264B CN201410084521.XA CN201410084521A CN103821264B CN 103821264 B CN103821264 B CN 103821264B CN 201410084521 A CN201410084521 A CN 201410084521A CN 103821264 B CN103821264 B CN 103821264B
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- Prior art keywords
- precast concrete
- concrete wall
- wall panel
- panel
- reinforced
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Classifications
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- 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
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
- E04B1/046—Connections specially adapted therefor using reinforcement loops protruding from the elements
-
- 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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
- E04B2/8617—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf with spacers being embedded in both form leaves
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Joining Of Building Structures In Genera (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
The present invention relates to a kind of precast concrete wall, belong to prefabricated reinforced concrete structure component technology field；This precast concrete wall includes the first precast concrete wall panel and the second precast concrete wall panel be arrangeding in parallel, uses wet connection between described first precast concrete wall panel, uses involvement to connect between described second precast concrete wall panel.The present invention will improve the industrialized level of building structure, improves stress performance, saves resource, can be applicable in various body of wall load-carrying members.
Description
Technical field
The invention belongs to prefabricated reinforced concrete structure component technology field, particularly relate to one and be applicable to assembled integral
The precast concrete wall of structure.
Background technology
Buildings exterior-protected structure dispersed heat accounts for building about the 40% of overall heat consumption, therefore should strengthen building enclosure
Energy-efficient performance.For improving the heat-insulating property of body of wall, typically use combined wall, will load-bearing reinforced concrete wall and energy-saving material
It is combined with each other, has inner thermal-insulation compounds wall, external heat insulating composite wall and sandwich heat preserving wall body three kinds.Sandwich heat preserving wall body includes
Inner wall, exterior wall and be arranged at centre heat-insulation material, insulation material can be durable from the destruction of outside environmental elements
Property is good.For improving building industrialization level, use prefabricated sandwich heat preserving wall body.In prior art, prefabricated sandwich heat preserving wall body is prefabricated
There is the problem that globality is poor in the connection between unit.
Summary of the invention
The invention provides a kind of precast concrete wall, facilitate installation and the wall connecting of prefabricated sandwich heat preserving wall body,
Ensure wall integrity, improve building structure industrialized level.
For reaching above-mentioned purpose, the present invention provides a kind of precast concrete wall, and this body of wall includes first be arranged in parallel
Precast concrete wall panel and the second precast concrete wall panel, use wet connection between described first precast concrete wall panel, and described the
Involvement is used to connect between two precast concrete wall panels.So-called involvement connects, the connected mode of the most dry operation, passes through between prefabricated panel
On wallboard, pre-embedded steel slab or other steel parts, be bolted or weld, and reaches the purpose connected；So-called wet connection, i.e.
The connected mode of wet trade, during connection, between prefabricated panel, wallboard is linked together by casting concrete or cement mortar.First is pre-
Concrete panel processed and the thickness of the second precast concrete wall panel and arrangement of reinforcement etc. are according to stress demand, use demand and construction demand
Etc. determining.
Method of attachment between described first precast concrete wall panel is: the first precast concrete wall panel has in seam both sides
Transverse concave groove, the two sides of transverse concave groove are connected with reinforcing bar, described reinforcing bar hang with reinforced steel bar ring；Adjacent first precast concrete wall panel
Between reinforced steel bar ring mutually join, reserve certain handing-over space therebetween；In wallboard side and transverse concave groove, casting concrete will
First precast concrete wall panel connects together.Transverse concave groove and connect transverse concave groove two sides reinforcing bar can improve prefabricated panel with
The globality of pouring concrete after between wallboard.Reinforced steel bar ring hangs over prefabricated panel side, can freely adjust position on vertical muscle, convenient
Precast reinforced concrete structure transport, lifting, facilitate reinforced steel bar ring to position, and reinforced steel bar ring replaces the stirrup that job site is arranged simultaneously
Deng, reduce job site steel project.In order to improve connection integrity, the reinforced steel bar ring between the first precast concrete wall panel
Handing-over space is inserted into vertical muscle, forms framework of steel reinforcement with reinforced steel bar ring.Described reinforced steel bar ring is welded reinforcement ring, or closed stirrup,
Or the reinforcing bar of other shapes.Reinforced steel bar ring can be rectangle, circle etc..When using closed stirrup, can make at prefabricated panel
Cheng Houzai installs, i.e. by the gap at closed stirrup crotch through vertical muscle.
Described second precast concrete wall panel side is embedded with steel plate, Plate Welding between adjacent wall board or be bolted to
Together.In order to prevent rainwater etc. from invading precast concrete wall, between described second precast concrete wall panel, waterproof sealing is set
Material.
Between described first precast concrete wall panel and the second precast concrete wall panel, heat-insulation layer is set, it is ensured that concrete
The heat-insulating property of cob wall body.Described heat-insulation layer can use EPS heat-insulation layer, perlite products, polyurethane on-the-spot foam etc..
Between described first precast concrete wall panel and the second precast concrete wall panel, waterproof layer is set.Or described first
Heat-insulation layer and waterproof layer are set between precast concrete wall panel and the second precast concrete wall panel simultaneously.
It is connected with connector between described first precast concrete wall panel and the second precast concrete wall panel.Connector is by first
Precast concrete wall panel and the second precast concrete wall panel connect together.Described connector can be fiber-reinforced composite material rib or
Fiber reinforced composite section bars (such as i shaped cross section section bar) or fibre reinforced composites truss, connector two ends are respectively
Anchor into the first precast concrete wall panel and the second precast concrete wall panel.
Vertical abutment joint between described first precast concrete wall panel and the vertical abutment joint between the second precast concrete wall panel it
Between distance be 200mm.At the vertical abutment joint poured between the first precast concrete wall panel during concrete, the second precast concrete
Wallboard can support seam crossing template, or the side template directly as seam crossing.
The present invention can be used in the body of wall of shear wall structure, frame shear wall structure etc. it can also be used to basement wall
In, and in other bodies of wall.The precast concrete wall of the present invention can horizontal positioned as floor member, such as there being guarantor
The roof boarding of the requirement such as warm, waterproof, now arrangement of reinforcement etc. according to floor stress, use demand.
The present invention compared with prior art has the advantage that.
Structure sheaf, maintenance level and heat-insulation layer etc. are combined by the precast concrete wall of the present invention, industrialized level
High.
First precast concrete wall panel and second precast concrete wall panel of the precast concrete wall of the present invention have respectively
Different functions, the i.e. first precast concrete wall panel is linked together by wet connection, mainly ensures precast concrete wall
Globality so that precast concrete wall has enough rigidity and bearing capacity；Second precast concrete wall panel is mainly
Maintenance effect, it is ensured that heat-insulation layer etc. are not by environmental injury.
Hanging with reinforced steel bar ring in the precast concrete wall of the present invention, reinforced steel bar ring is hinged on prefabricated panel, can be at certain model
Enclose and interior freely adjust position, facilitate the bar connecting etc. between the transport of precast reinforced concrete structure, installation and prefabricated components.
The precast concrete wall of the present invention can improve the industrialized level of precast concrete.Existing concrete
Soil component side reserved steel bar, job site is reconfigured at reinforcing bar to the connection realizing between prefabricated components on reserved steel bar；This
Reinforced steel bar ring in bright can replace the reinforcing bar that in prior art, job site configures on reserved steel bar, reduces job site reinforcing bar and joins
Put quantity, the part reinforced bar engineering of job site is transferred to factory, improve building industrialization level.
Accompanying drawing explanation
Fig. 1 is an embodiment of the present invention schematic diagram.
Fig. 2 is another kind embodiment schematic diagram of the present invention.
Fig. 3 is another kind embodiment schematic diagram of the present invention.
Fig. 4 is another kind embodiment schematic diagram of the present invention.
Fig. 5 is a kind of embodiment schematic diagram connected between the present invention the first precast concrete wall panel.
Fig. 6 is the another kind of embodiment schematic diagram connected between the present invention the first precast concrete wall panel.
Fig. 7 is the another kind of embodiment schematic diagram connected between the present invention the first precast concrete wall panel.
Fig. 8 is the another kind of embodiment schematic diagram connected between the present invention the first precast concrete wall panel.
Fig. 9 is a kind of embodiment schematic diagram of the present invention the first precast concrete wall panel.
Figure 10 is a kind of embodiment connected between the present invention the first precast concrete wall panel and the second precast concrete wall panel
Schematic diagram.
Figure 11 is the another kind of enforcement connected between the present invention the first precast concrete wall panel and the second precast concrete wall panel
Illustrate and be intended to.
Figure 12 is the another kind of enforcement connected between the present invention the first precast concrete wall panel and the second precast concrete wall panel
Illustrate and be intended to.
Labelling implication in accompanying drawing is: 1 first precast concrete wall panel 2 second precast concrete wall panel 3 heat-insulation layer
After 4 connector 5 transverse concave groove 6 reinforcing bar 7 reinforced steel bar rings 8, pouring concrete 9 indulges muscle.
Detailed description of the invention
Below in conjunction with the accompanying drawings and embodiment, precast concrete wall of the present invention is described in detail.
A kind of embodiment of the precast concrete wall that the present invention proposes, such as Fig. 1, precast concrete wall includes parallel setting
The first precast concrete wall panel 1 and the second precast concrete wall panel 2 put, uses wet between described first precast concrete wall panel 1
Connecting, the i.e. first precast concrete wall panel 1 is connected together by rear pouring concrete 8；Adopt between described second precast concrete wall panel 2
Connect with involvement, by reserved anchor plate or other steel parts, be bolted or weld (not shown in figure 1).
The another kind of embodiment of the precast concrete wall that the present invention proposes, such as Fig. 2, the first precast concrete wall panel 1 He
Between the second precast concrete wall panel 2, heat-insulation layer 3 is set.Or waterproof layer is set, or heat-insulation layer and waterproof layer are set.
The another kind of embodiment of the precast concrete wall that the present invention proposes, such as Fig. 3, the first precast concrete wall panel 1 He
It is provided with connector 4 between the second precast concrete wall panel 2.Connector 4 can be fiber-reinforced composite material rib, such as Figure 10；Or
Connector 4 is fibre reinforced composites truss, such as Figure 11；Or connector 4 is fiber reinforced composite section bars (such as work
Font cross section section bar), such as Figure 12.Connector 4 two ends anchor into the first precast concrete wall panel 1 and the second pre-cast concrete walling respectively
Plate 2.
The another kind of embodiment of precast concrete wall that the present invention proposes, such as Fig. 4, between the first precast concrete wall panel 1
Vertical abutment joint and the second precast concrete wall panel 2 between vertical abutment joint between distance be 200mm, other also can be taked suitable
Spacing.So during rear pouring concrete 8 at the vertical abutment joint poured between the first precast concrete wall panel 1, second is prefabricated mixed
Solidifying cob wall plate can support the template of pouring concrete 8 after seam crossing, or the second precast concrete wall panel and heat-insulation layer directly as
A side template of pouring concrete 8 after seam crossing.
A kind of embodiment connected between the first precast concrete wall panel in the present invention, such as Fig. 5, the first precast concrete wall panel
1 has transverse concave groove 5 in seam both sides, and the two sides of transverse concave groove 5 are connected with reinforcing bar 6, described reinforcing bar 6 hangs with reinforced steel bar ring 7；Steel
The quantity of muscle ring 7 requires to determine according to stress, making etc.；Reinforced steel bar ring 7 between adjacent first precast concrete wall panel 1 is mutually handed over
Connect, reserve certain handing-over space therebetween；After pouring in wallboard side and transverse concave groove, pouring concrete 8 is by the first concrete
Cob wall plate connects together.
The another kind of embodiment connected between the first precast concrete wall panel in the present invention, such as Fig. 6, the first pre-cast concrete walling
Plate 1 has transverse concave groove 5 in seam both sides, and the two sides of transverse concave groove 5 are connected with reinforcing bar 6, and described reinforcing bar 6 hangs with reinforced steel bar ring 7；
Reinforced steel bar ring 7 between adjacent first precast concrete wall panel 1 mutually joins, and reserves certain handing-over space therebetween, in handing-over space
Insert vertical muscle 9, form framework of steel reinforcement with reinforced steel bar ring 7；After pouring in wallboard side and transverse concave groove, pouring concrete 8 is pre-by first
Concrete panel processed connects together.According to the handing-over size in space, stress size etc., can be inserted in the handing-over space of reinforced steel bar ring 7
One row indulges muscle, such as Fig. 6；Or the handing-over space of reinforced steel bar ring 7 is inserted into the vertical muscle of a more than row, such as Fig. 7.In order to more effectively resist
The shearing produced under load action between one precast concrete wall panel 1, reinforced steel bar ring 7 has a certain degree with wallboard, such as Fig. 8.
A kind of embodiment of the first precast concrete wall panel in the present invention, such as Fig. 9, the first precast concrete wall panel 1 side
Having transverse concave groove 5, the two sides of transverse concave groove 5 are connected with reinforcing bar 6, and reinforcing bar 6 hangs with reinforced steel bar ring 7.Reinforced steel bar ring 7 is welding steel
Muscle ring, or closed stirrup, or the reinforcing bar of other shapes.Reinforced steel bar ring can be rectangle, circle etc..When using closed stirrup,
Can install again after prefabricated panel completes, i.e. by the gap at closed stirrup crotch through vertical muscle.
Claims (9)
1. a precast concrete wall, including the first precast concrete wall panel be arrangeding in parallel and the second pre-cast concrete walling
Plate, it is characterised in that described first precast concrete wall panel side has transverse concave groove, and the two sides of transverse concave groove are connected with steel
Muscle, described reinforcing bar hangs with reinforced steel bar ring, and the reinforced steel bar ring between adjacent first precast concrete wall panel mutually joins, reserved certain therebetween
Handing-over space, in the first precast concrete wall panel side and transverse concave groove, casting concrete is by the first precast concrete wall panel
Connect together；Involvement is used to connect between described second precast concrete wall panel.
Precast concrete wall the most according to claim 1, it is characterised in that described handing-over space is inserted into vertical muscle, with
Reinforced steel bar ring forms framework of steel reinforcement.
Precast concrete wall the most according to claim 1, it is characterised in that described second precast concrete wall panel side
It is embedded with steel plate, Plate Welding between adjacent wall board or be bolted together.
Precast concrete wall the most according to claim 1, it is characterised in that described first precast concrete wall panel and
Between two precast concrete wall panels, heat-insulation layer is set.
Precast concrete wall the most according to claim 1, it is characterised in that described first precast concrete wall panel and
Between two precast concrete wall panels, waterproof layer is set.
Precast concrete wall the most according to claim 1, it is characterised in that described first precast concrete wall panel and
It is connected with connector between two precast concrete wall panels.
Precast concrete wall the most according to claim 6, it is characterised in that described connector is fiber-reinforced composite material
Expecting muscle or fiber reinforced composite section bars or fibre reinforced composites truss, it is prefabricated mixed that connector two ends anchor into first respectively
Solidifying cob wall plate and the second precast concrete wall panel.
Precast concrete wall the most according to claim 1, it is characterised in that between described second precast concrete wall panel
Waterproof and sealing material is set.
Precast concrete wall the most according to claim 1, it is characterised in that between described first precast concrete wall panel
The distance between vertical abutment joint between vertical abutment joint and the second precast concrete wall panel is 200mm.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410084521.XA CN103821264B (en) | 2014-03-10 | 2014-03-10 | A kind of precast concrete wall |
| PCT/CN2015/073754 WO2015135440A1 (en) | 2014-03-10 | 2015-03-06 | Prefabricated concrete wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410084521.XA CN103821264B (en) | 2014-03-10 | 2014-03-10 | A kind of precast concrete wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103821264A CN103821264A (en) | 2014-05-28 |
| CN103821264B true CN103821264B (en) | 2016-11-16 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410084521.XA Active CN103821264B (en) | 2014-03-10 | 2014-03-10 | A kind of precast concrete wall |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN103821264B (en) |
| WO (1) | WO2015135440A1 (en) |
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| CN103821264B (en) * | 2014-03-10 | 2016-11-16 | 初明进 | A kind of precast concrete wall |
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| CN105220793B (en) * | 2015-09-14 | 2017-12-15 | 济南轨道交通集团有限公司 | Precast concrete and shear wall module and preparation method thereof with the component |
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| WO2015135440A1 (en) | 2015-09-17 |
| CN103821264A (en) | 2014-05-28 |
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