CN206707086U - Truss plate cast-in-situ reinforced concrete hollow superimposed sheet - Google Patents
Truss plate cast-in-situ reinforced concrete hollow superimposed sheet Download PDFInfo
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- CN206707086U CN206707086U CN201720302813.5U CN201720302813U CN206707086U CN 206707086 U CN206707086 U CN 206707086U CN 201720302813 U CN201720302813 U CN 201720302813U CN 206707086 U CN206707086 U CN 206707086U
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Abstract
The utility model discloses a kind of truss plate cast-in-situ reinforced concrete hollow superimposed sheet, cast in place concrete plate is laid on precast truss frame plate, plate face reinforcing bar is set in cast in place concrete plate；The cavity of shape of the mouth as one speaks obturator can be placed by being provided with precast truss frame plate；Precast truss frame plate by reinforcing bar and coagulation local soil type into.The utility model is rational in infrastructure, both cast-in-place coagulation hollow floor technology had been employed, reach the effect of the energy-conserving and environment-protective such as insulation, heat-insulated, sound insulation, use again, optimize assembled monolithic concrete structure, reach and be easy to construct, save the duration, reduce cost, reduce pollution and other effects, be a kind of ideal and new truss plate cast-in-situ reinforced concrete hollow superimposed sheet for being combined truss plate Shear Behavior of R. c. Laminated Slabs in cast-in-place coagulation hollow floor and assembled monolithic concrete structure of science.
Description
Technical field
It the utility model is related to the combined Shear Behavior of R. c. Laminated Slabs of a kind of precast truss frame plate and shape of the mouth as one speaks obturator.
Background technology
In order to promote building industry to modernize, easily facilitate and adapt to the industrialized development of novel building and requirement, push away at present
Wide and development assembled monolithic concrete structure be trend institute to.And in long-term engineering practice process, cast-in-place concrete hollow
Superstructure technology has also obtained development in an all-round way, and technology is more ripe.But construction, the duration, cost, pollution etc. existing defects,
Need to be improved.
The content of the invention
The purpose of this utility model be to provide it is a kind of rational in infrastructure, can be by cast-in-place coagulation hollow floor and assembled integral
The truss plate cast-in-situ reinforced concrete hollow superimposed sheet that concrete structure is combined.
Technical solution of the present utility model is：
A kind of truss plate cast-in-situ reinforced concrete hollow superimposed sheet, it is characterized in that：Including precast truss frame plate, precast truss frame plate
Upper laying cast in place concrete plate, plate face reinforcing bar is set in cast in place concrete plate；Shape of the mouth as one speaks filling can be placed by being provided with precast truss frame plate
The cavity of body；Precast truss frame plate by reinforcing bar and coagulation local soil type into.
The precast truss frame plate is in I types, inverted T shaped or I-shaped；
Precast truss frame plate is connected with shape of the mouth as one speaks obturator by reinforcing bar integration when I type precast truss frames plate connects.
Inverted T shaped or I-shaped precast truss frame plate, contiguous prefabricated truss plate are connected when connecting using reinforcing bar bayonet socket.
Precast truss frame plate at same direction frame on girder.
Shape of the mouth as one speaks obturator passes through pre-buried reinforcing member reinforcement by connection on precast truss frame plate.
The cross sectional shape of the shape of the mouth as one speaks obturator is the shape of the mouth as one speaks or the obturator similar to the shape of the mouth as one speaks.
The cross sectional shape similar to the shape of the mouth as one speaks is ladder type, inverted ladder type, hexagonal, eight side types, polygon or circle.
When precast truss frame plate is into I types, shape of the mouth as one speaks filling body thickness is with precast truss frame plate with thick, plane on guarantee shape of the mouth as one speaks obturator
Upper plane with precast truss frame plate is in same level；Precast truss frame plate into it is inverted T shaped when, shape of the mouth as one speaks filling body thickness is pre- with removing
Girt strip ensures that plane and the upper plane of precast truss frame plate are in same level on shape of the mouth as one speaks obturator with thickness behind the truss plate edge of a wing processed
On.
Precast truss frame plate into it is I-shaped when, inside is not filled with shape of the mouth as one speaks obturator.
Precast truss frame plate at same direction frame on girder.
The material that the material of shape of the mouth as one speaks obturator can be used in building for all, including it is EPS, timber, steel, plastic, inorganic
The shape of the mouth as one speaks obturator that the material that composite etc. can be used in building materials is processed into.Shape of the mouth as one speaks obturator is according to precast truss frame plate and material
To set the length of obturator.
The utility model is rational in infrastructure, has both employed cast-in-place coagulation hollow floor technology, has reached insulation, heat-insulated, sound insulation etc.
The effect of energy-conserving and environment-protective, but use, optimization are known clearly assembled monolithic concrete structure, are reached and are easy to construct, save duration, reduction
Cost, reduction pollution and other effects are a kind of ideal and science by cast-in-place coagulation hollow floor and assembled integral coagulation
The new truss plate cast-in-situ reinforced concrete hollow superimposed sheet that truss plate Shear Behavior of R. c. Laminated Slabs is combined in soil structure.
Brief description of the drawings
The utility model is described in further detail with reference to the accompanying drawings and examples.
Fig. 1 is truss plate cast-in-situ reinforced concrete hollow superimposed sheet plan.
Fig. 2 is inverted T shaped truss plate cast-in-situ reinforced concrete hollow superimposed sheet profile.
Fig. 3 is drum truss plate cast-in-situ reinforced concrete hollow superimposed sheet profile.
Fig. 4 is I font truss plate cast-in-situ reinforced concrete hollow superimposed sheet profiles.
Fig. 5 is I type truss plate cast-in-situ reinforced concrete hollow superimposed sheet sectional views.
Fig. 6 is inverted T shaped truss plate cast-in-situ reinforced concrete hollow superimposed sheet sectional view.
Fig. 7 is I-shaped truss plate cast-in-situ reinforced concrete hollow superimposed sheet sectional view.
Fig. 8 is the shape of the mouth as one speaks obturator schematic diagram of positive square.
Fig. 9 is the shape of the mouth as one speaks obturator schematic diagram of ladder type.
Figure 10 is the shape of the mouth as one speaks obturator schematic diagram of inverted ladder type.
Figure 11 is hexagonal shape of the mouth as one speaks obturator schematic diagram.
Figure 12 is polygonal shape of the mouth as one speaks obturator schematic diagram.
Figure 13 is round shape of the mouth as one speaks obturator schematic diagram.
Embodiment
A kind of truss plate cast-in-situ reinforced concrete hollow superimposed sheet, including precast truss frame plate 1, laying is existing on precast truss frame plate
Pouring concrete plate 2, plate face reinforcing bar 3 is set in cast in place concrete plate；The sky of shape of the mouth as one speaks obturator 4 can be placed by being provided with precast truss frame plate
Chamber；Precast truss frame plate by reinforcing bar and coagulation local soil type into.
The precast truss frame plate is in I types, inverted T shaped or I-shaped；
Precast truss frame plate is connected with shape of the mouth as one speaks obturator by reinforcing bar integration when I type precast truss frames plate connects.
Inverted T shaped or I-shaped precast truss frame plate, contiguous prefabricated truss plate are connected when connecting using reinforcing bar bayonet socket.
Precast truss frame plate at same direction frame on girder or wall 5.
Shape of the mouth as one speaks obturator passes through pre-buried reinforcing member reinforcement by connection on precast truss frame plate.
The cross sectional shape of the shape of the mouth as one speaks obturator is the shape of the mouth as one speaks or the obturator similar to the shape of the mouth as one speaks.
The cross sectional shape similar to the shape of the mouth as one speaks is ladder type, inverted ladder type, hexagonal, eight side types, polygon or circle.
When precast truss frame plate is into I types, shape of the mouth as one speaks filling body thickness is with precast truss frame plate with thick, plane on guarantee shape of the mouth as one speaks obturator
Upper plane with precast truss frame plate is in same level；Precast truss frame plate into it is inverted T shaped when, shape of the mouth as one speaks filling body thickness is pre- with removing
Girt strip ensures that plane and the upper plane of precast truss frame plate are in same level on shape of the mouth as one speaks obturator with thickness behind the truss plate edge of a wing processed
On.
Precast truss frame plate into it is I-shaped when, inside is not filled with shape of the mouth as one speaks obturator.
Precast truss frame plate at same direction frame on girder.
The material that the material of shape of the mouth as one speaks obturator can be used in building for all, including it is EPS, timber, steel, plastic, inorganic
The shape of the mouth as one speaks obturator that the material that composite etc. can be used in building materials is processed into.Shape of the mouth as one speaks obturator is according to precast truss frame plate and material
To set the length of obturator.
The edge of a wing ordinary circumstance one of precast truss frame plate is plane, but is also not necessarily limited to plane, can also be fabricated to sawtooth pattern, matrix
Or convex, shape of the mouth as one speaks obturator lower plane need not change with precast truss frame plate plane, need to only meet on the shape of the mouth as one speaks obturator plane and
The upper plane of precast truss frame plate is in same level.
Claims (9)
1. a kind of truss plate cast-in-situ reinforced concrete hollow superimposed sheet, it is characterized in that：Including precast truss frame plate, on precast truss frame plate
Cast in place concrete plate is laid, plate face reinforcing bar is set in cast in place concrete plate；Shape of the mouth as one speaks obturator can be placed by being provided with precast truss frame plate
Cavity；Precast truss frame plate by reinforcing bar and coagulation local soil type into.
2. truss plate cast-in-situ reinforced concrete hollow superimposed sheet according to claim 1, it is characterized in that：The precast truss frame
Plate is in I types, inverted T shaped or I-shaped.
3. truss plate cast-in-situ reinforced concrete hollow superimposed sheet according to claim 2, it is characterized in that：I type precast truss frames
Precast truss frame plate is connected with shape of the mouth as one speaks obturator by reinforcing bar integration when plate connects.
4. truss plate cast-in-situ reinforced concrete hollow superimposed sheet according to claim 2, it is characterized in that：Inverted T shaped or I-shaped
Type precast truss frame plate, contiguous prefabricated truss plate are connected when connecting using reinforcing bar bayonet socket.
5. the truss plate cast-in-situ reinforced concrete hollow superimposed sheet according to claim 1,2,3 or 4, it is characterized in that：It is prefabricated
Truss plate at same direction frame on girder.
6. the truss plate cast-in-situ reinforced concrete hollow superimposed sheet according to claim 1,2,3 or 4, it is characterized in that：The shape of the mouth as one speaks
Obturator passes through pre-buried reinforcing member reinforcement by connection on precast truss frame plate.
7. the truss plate cast-in-situ reinforced concrete hollow superimposed sheet according to claim 1,2,3 or 4, it is characterized in that：It is described
The cross sectional shape of shape of the mouth as one speaks obturator is the shape of the mouth as one speaks, polygon or circle.
8. the truss plate cast-in-situ reinforced concrete hollow superimposed sheet according to claim 1,2,3 or 4, it is characterized in that：It is prefabricated
When truss plate is into I types, shape of the mouth as one speaks filling body thickness is with precast truss frame plate with thick；Precast truss frame plate into it is inverted T shaped when, shape of the mouth as one speaks obturator is thick
Degree is with girt strip behind the removing precast truss frame plate edge of a wing with thick.
9. the truss plate cast-in-situ reinforced concrete hollow superimposed sheet according to claim 1,2,3 or 4, it is characterized in that：It is prefabricated
Truss plate into it is I-shaped when, inside is not filled with shape of the mouth as one speaks obturator.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720302813.5U CN206707086U (en) | 2017-03-27 | 2017-03-27 | Truss plate cast-in-situ reinforced concrete hollow superimposed sheet |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720302813.5U CN206707086U (en) | 2017-03-27 | 2017-03-27 | Truss plate cast-in-situ reinforced concrete hollow superimposed sheet |
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| Publication Number | Publication Date |
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| CN206707086U true CN206707086U (en) | 2017-12-05 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201720302813.5U Active CN206707086U (en) | 2017-03-27 | 2017-03-27 | Truss plate cast-in-situ reinforced concrete hollow superimposed sheet |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316531A (en) * | 2018-01-25 | 2018-07-24 | 浙江省建筑科学设计研究院有限公司 | A kind of laminated floor slab heat insulation prefabricated bottom plate and preparation method thereof |
-
2017
- 2017-03-27 CN CN201720302813.5U patent/CN206707086U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316531A (en) * | 2018-01-25 | 2018-07-24 | 浙江省建筑科学设计研究院有限公司 | A kind of laminated floor slab heat insulation prefabricated bottom plate and preparation method thereof |
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