CN206956978U - Prefabricated load bearing concrete wall panel combining structure - Google Patents
Prefabricated load bearing concrete wall panel combining structure Download PDFInfo
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- CN206956978U CN206956978U CN201720857332.0U CN201720857332U CN206956978U CN 206956978 U CN206956978 U CN 206956978U CN 201720857332 U CN201720857332 U CN 201720857332U CN 206956978 U CN206956978 U CN 206956978U
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- wall panel
- collar tie
- tie beam
- concrete wall
- constructional column
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Abstract
It the utility model is related to a kind of prefabricated load bearing concrete wall panel combining structure.Masonry builds substantially manual mode by laying bricks or stones at present, and the construction amount of labour is big, need to carry out sand finish, complex procedures after the completion of building by laying bricks or stones.Prefabricated load bearing concrete wall panel combining structure is mainly by collar tie beam（3）, precast concrete wall panel（1）, constructional column（2）Composition, constructional column are fixedly connected with collar tie beam, and constructional column encloses region with collar tie beam and is provided with precast concrete wall panel, and constructional column and collar tie beam are connected with precast concrete wall panel respectively, and constructional column includes multiple construction column tie-bars（7）, four corners that the inside of multiple construction column tie-bars is corresponding set constructional column to indulge muscle respectively（8）, collar tie beam includes multiple collar tie beam stirrups（9）, four corners that the inside of multiple collar tie beam stirrups is corresponding set collar tie beam to indulge muscle respectively（10）.The utility model is used for prefabricated load bearing concrete wall panel combining structure.
Description
Technical field：
It the utility model is related to a kind of prefabricated load bearing concrete wall panel combining structure.
Background technology：
Masonry structure is compared with reinforced concrete structure, and the intensity of masonry is relatively low, thus the sectional dimension of component is larger, material
Expect that dosage is more, from great, masonry builds substantially manual mode by laying bricks or stones, and the construction amount of labour is big, needs to carry out mortar after the completion of building by laying bricks or stones
Wipe one's face, complex procedures, tension, the shearing strength of masonry are all very low, thus antidetonation is poor, on by a definite limitation, brick,
The compression strength of stone can not be given full play to, and bending resistance is low, and clay brick need to be manufactured with clay, and agriculture is excessively taken in certain areas
Field, influence agricultural production.
Utility model content：
The purpose of this utility model is the problem such as the amount of labour is big, complex procedures, tension, shearing strength are low for solving masonry,
The prefabricated load bearing concrete wall panel combining structure that a kind of speed of application is fast, tension, shearing strength are high, antidetonation is good is provided.
Above-mentioned purpose is realized by following technical scheme：
A kind of prefabricated load bearing concrete wall panel combining structure, described prefabricated load bearing concrete wall panel combining structure mainly by
Collar tie beam, precast concrete wall panel, constructional column composition, described constructional column are fixedly connected with described collar tie beam, described constructional column
Enclose region with described collar tie beam and be provided with described precast concrete wall panel, described constructional column and described collar tie beam respectively with
Described precast concrete wall panel connection, described constructional column include multiple construction column tie-bars, multiple described construction column tie-bars
Corresponding four corners in inside set constructional column to indulge muscle respectively, described collar tie beam includes multiple collar tie beam stirrups, multiple described
Corresponding four corners in inside of collar tie beam stirrup set collar tie beam to indulge muscle respectively.
Described prefabricated load bearing concrete wall panel combining structure, described constructional column and described collar tie beam are all cast-in-place coagulation
Soil structure, the protruding bar in described precast concrete wall panel extend into the inside of described constructional column, described constructional column
It is fixedly connected with described collar tie beam, all casting concrete and described precast concrete on described constructional column and described collar tie beam
Wallboard forms integral structure.
Described prefabricated load bearing concrete wall panel combining structure, described constructional column are precast concrete, two institutes
By sleeve pipe connection between the constructional column stated, described collar tie beam is cast-in-place concrete structure, described precast concrete wall panel with
Described constructional column connecting side is embedded with welded connections A, and the both sides upper and lower ends of described constructional column, which are embedded with, to be welded to connect
Part B, described welded connections A weld with described welded connections B, on described collar tie beam casting concrete with it is described pre-
Concrete panel processed forms integral structure.
Described prefabricated load bearing concrete wall panel combining structure, described constructional column is cast-in-situ concrete member, described
Collar tie beam and the prefabricated formation integral structure of described precast concrete wall panel, the protruding bar in described precast concrete wall panel
The inside of described constructional column is extend into, the collar tie beam on the downside of collar tie beam described in two is indulged between muscle by described sleeve pipe connection,
Described constructional column and described collar tie beam top all casting concretes form integral structure with described precast concrete wall panel.
Described prefabricated load bearing concrete wall panel combining structure, described constructional column is precast concrete, described
Collar tie beam and the prefabricated formation integral structure of described precast concrete wall panel, between the constructional column described in two and described in two
All pass through described sleeve pipe connection, described precast concrete wall panel and described constructional column between the vertical muscle of collar tie beam on the downside of collar tie beam
Connecting side is embedded with described welded connections A, and the both sides upper and lower ends of described constructional column are embedded with described be welded to connect
Part B, described welded connections A weld with described welded connections B, on described collar tie beam casting concrete with it is described pre-
Concrete panel processed forms integral structure.
Described prefabricated load bearing concrete wall panel combining structure, described sleeve pipe are grout sleeve or extruding sleeve or straight spiral shell
Line sleeve or taper thread sleeve or constraint slurry anchor overlap joint.
Beneficial effect：
1. the utility model provides a kind of prefabricated load bearing concrete wall panel combining structure and construction method, prefabricated panel replaces
Masonry load-bearing, large carrying capacity, the building number of plies increase considerably compared with masonry structure, are advantageous to soil and efficiently utilize.
The utility model wallboard size is big, fast compared with the mode speed of application that masonry structure piecemeal is built by laying bricks or stones, and wall is not in
Occurs the disadvantage in crack existing for masonry structure between building block and mortar, so as to not destroy the attractive in appearance of building, wall body vertical degree is horizontal
Degree is easier to ensure that process is simple, and tension, the shearing strength of masonry are high, thus shock resistance is good.
The utility model wallboard contact production platform surface is smooth, without the making ash cake of masonry structure, linked network, plasters
Process.
The utility model wallboard large carrying capacity, under same loading condition, panel cross section is small, and face is equally shared by all after building completion
Product is small.
Brief description of the drawings：
Accompanying drawing 1 is that collar tie beam and constructional column of the present utility model are all cast-in-place note concrete structure schematic diagram.
Accompanying drawing 2 is that constructional column of the present utility model is precast concrete, and collar tie beam is cast-in-place note concrete structure signal
Figure.
Accompanying drawing 3 is that the constructional column of utility model is cast-in-place note concrete structure, collar tie beam and the prefabricated shape of precast concrete wall panel
Integrated structural representation.
Accompanying drawing 4 is that constructional column of the present utility model is precast concrete, collar tie beam and the prefabricated shape of precast concrete wall panel
Integrated structural representation.
Accompanying drawing 5 is that the utility model collar tie beam is cast-in-place note concrete structure and the structural representation for coordinating superimposed sheet to use.
Accompanying drawing 6 is the utility model collar tie beam formation integral structure prefabricated with precast concrete wall panel and coordinates superimposed sheet to make
Structural representation.
1, precast concrete wall panel in figure；2nd, constructional column；3rd, collar tie beam；4th, protruding bar；5th, welded connections A；6th, weld
Connector B；7th, column tie-bar is constructed；8th, constructional column indulges muscle；9th, collar tie beam stirrup；10th, collar tie beam indulges muscle；11st, superimposed sheet；12nd, superimposed sheet
Reinforcing bar；13rd, supporting module；15th, sleeve pipe.
Embodiment：
Embodiment 1：
A kind of prefabricated load bearing concrete wall panel combining structure, it is characterized in that：Described prefabricated load bearing concrete wall panel combination
Structure is mainly made up of collar tie beam 3, precast concrete wall panel 1, constructional column 2, and described constructional column is fixedly connected with described collar tie beam,
Described constructional column and described collar tie beam enclose region and are provided with described precast concrete wall panel, described constructional column and described
Collar tie beam be connected respectively with described precast concrete wall panel, described constructional column includes multiple construction column tie-bars 7, multiple described
Corresponding four corners in inside of construction column tie-bar set constructional column to indulge muscle 8 respectively, described collar tie beam includes multiple collar tie beams
Stirrup 9, four corners that the inside of multiple described collar tie beam stirrups is corresponding set collar tie beam to indulge muscle 10 respectively.
Embodiment 2：
Prefabricated load bearing concrete wall panel combining structure according to embodiment 1, described constructional column and described collar tie beam
All it is cast-in-place concrete structure, the protruding bar 4 in described precast concrete wall panel extend into the inside of described constructional column,
Described constructional column is fixedly connected with described collar tie beam, on described constructional column and described collar tie beam all casting concrete with it is described
Precast concrete wall panel formed integral structure.
Embodiment 3：
Prefabricated load bearing concrete wall panel combining structure according to embodiment 1, described constructional column are precast concrete
Component, connected by sleeve pipe 15 between the constructional column described in two, described collar tie beam is cast-in-place concrete structure, and described is prefabricated
Concrete panel is embedded with welded connections A, piece number with described constructional column connecting side：5, above and below the both sides of described constructional column
Both ends are embedded with welded connections B, piece number：6, described welded connections A weld with described welded connections B, described
Casting concrete forms integral structure with described precast concrete wall panel on collar tie beam.
Embodiment 4：
Prefabricated load bearing concrete wall panel combining structure according to embodiment 1, described constructional column are cast-in-place concrete
Component, described collar tie beam and the prefabricated formation integral structure of described precast concrete wall panel, described precast concrete wall panel
Interior protruding bar extend into the inside of described constructional column, by described between the vertical muscle of the collar tie beam on the downside of collar tie beam described in two
Sleeve pipe connection, described constructional column and described collar tie beam top all casting concretes are formed with described precast concrete wall panel
Integral structure.
Embodiment 5：
Prefabricated load bearing concrete wall panel combining structure according to embodiment 1, described constructional column are precast concrete
Component, described collar tie beam and the prefabricated formation integral structure of described precast concrete wall panel, between the constructional column described in two
Indulged the collar tie beam on the downside of the collar tie beam described in two between muscle all by described sleeve pipe connection, described precast concrete wall panel with
Described constructional column connecting side is embedded with described welded connections A, and the both sides upper and lower ends of described constructional column are pre-buried
The welded connections B, described welded connections A stated is welded with described welded connections B, and coagulation is poured on described collar tie beam
It is native to form integral structure with described precast concrete wall panel.
Embodiment 6：
Prefabricated load bearing concrete wall panel combining structure according to embodiment 1 or 2 or 3 or 4 or 5, described sleeve pipe are
Grout sleeve or extruding sleeve or straight screw sleeve or taper thread sleeve or constraint slurry anchor overlap joint.
Embodiment 7：
Constructional column and collar tie beam are all that the construction method of cast-in-place concrete structure is：The colligation between the precast concrete wall panel of left and right
Construct column tie-bar, constructional column indulges muscle, the vertical muscle of colligation collar tie beam stirrup, collar tie beam between upper and lower precast concrete wall panel, formation current layer
Big composite structure concluded lay bricks basic framework, buries water, electric line, pours cast-in-place concrete and carry out reasonable maintenance, completes current layer
Structure construction, repeat above process and complete entire building body structure construction.
Embodiment 8：
Constructional column is precast concrete, and collar tie beam is that the construction method of cast-in-place concrete structure is：Colligation constructional column is simultaneously
Fixed welded connections B, completes prefabricated constructional column, installs prefabricated constructional column, the colligation collar tie beam between upper and lower precast concrete wall panel
Stirrup, collar tie beam indulge muscle, form the big composite structure concluded lay bricks basic framework of current layer, bury water, electric line, welded connections A and weldering
Connecting connector B is welded, and is poured cast-in-place concrete and is carried out reasonable maintenance, completes current layer structure construction, and it is complete to repeat above process
Into entire building body structure construction.
Embodiment 9：
Constructional column is cast-in-situ concrete member, collar tie beam and the prefabricated construction party for forming integral structure of precast concrete wall panel
Method is：Colligation construction column tie-bar, constructional column indulge muscle between the precast concrete wall panel of left and right, and two prefabricated with precast concrete wall panel
The collar tie beam of the lower end of the collar tie beam of formation integral structure is fixed between indulging muscle by sleeve pipe, forms the big composite structure concluded lay bricks of current layer
Basic framework, bury water, electric line, pour cast-in-place concrete and carry out reasonable maintenance, complete current layer structure construction, repeat with
Upper process completes entire building body structure construction.
Embodiment 10：
Constructional column is precast concrete, collar tie beam and the prefabricated construction party for forming integral structure of precast concrete wall panel
Method is：Colligation constructional column and fixed welded connections B, complete prefabricated constructional column, install prefabricated constructional column, two and concrete
The collar tie beam of the lower end of the prefabricated collar tie beam for forming integral structure of cob wall plate is fixed between indulging muscle by sleeve pipe, forms the big block of current layer
Body combining structure basic framework, water, electric line are buried, welded connections A and welded connections B is welded, and pours cast-in-place concrete
And reasonable maintenance is carried out, current layer structure construction is completed, above process is repeated and completes entire building body structure construction.
Embodiment 11：
As shown in figure 5, collar tie beam is cast-in-place note concrete structure, banding steel cage forms the big composite structure concluded lay bricks base of current layer
This framework, and superimposed sheet 11 is installed, superimposed sheet reinforcing bar 12 is stretched into collar tie beam, supporting module 13 be installed, bury water, electric line,
Pour cast-in-place concrete and carry out reasonable maintenance, complete current layer structure construction, superimposed sheet can be cast-in-situ slabs muscle.
As shown in fig. 6, collar tie beam and the prefabricated formation integral structure of concrete slab, banding steel cage form the big block of current layer
Body combining structure basic framework, and superimposed sheet is installed, superimposed sheet reinforcing bar is stretched into collar tie beam, bury water, electric line, pour cast-in-place
Concrete simultaneously carries out reasonable maintenance, completes current layer structure construction, superimposed sheet can be cast-in-situ slabs muscle.
Claims (6)
1. a kind of prefabricated load bearing concrete wall panel combining structure, it is characterized in that：Described prefabricated load bearing concrete wall panel combination knot
Structure is mainly made up of collar tie beam, precast concrete wall panel, constructional column, and described constructional column is fixedly connected with described collar tie beam, described
Constructional column enclose region with described collar tie beam and be provided with described precast concrete wall panel, described constructional column and described circle
Beam is connected with described precast concrete wall panel respectively, and described constructional column includes multiple construction column tie-bars, multiple described structures
Corresponding four corners in inside for making column tie-bar set constructional column to indulge muscle respectively, and described collar tie beam includes multiple collar tie beam stirrups,
Four corners that the inside of multiple described collar tie beam stirrups is corresponding set collar tie beam to indulge muscle respectively.
2. prefabricated load bearing concrete wall panel combining structure according to claim 1, it is characterized in that：Described constructional column and institute
The collar tie beam stated all is cast-in-place concrete structure, and the protruding bar in described precast concrete wall panel extend into described constructional column
Inside, described constructional column is fixedly connected with described collar tie beam, and coagulation is all poured on described constructional column and described collar tie beam
It is native to form integral structure with described precast concrete wall panel.
3. prefabricated load bearing concrete wall panel combining structure according to claim 1, it is characterized in that：Described constructional column is pre-
Concrete component processed, by sleeve pipe connection between the constructional column described in two, described collar tie beam is cast-in-place concrete structure, described
Precast concrete wall panel and described constructional column connecting side be embedded with welded connections A, above and below the both sides of described constructional column
Both ends are embedded with welded connections B, described welded connections A and welded with described welded connections B, are poured on described collar tie beam
Build concrete and form integral structure with described precast concrete wall panel.
4. prefabricated load bearing concrete wall panel combining structure according to claim 1, it is characterized in that：Described constructional column is existing
Pouring concrete component, described collar tie beam and the prefabricated formation integral structure of described precast concrete wall panel, described is prefabricated mixed
Protruding bar in solidifying cob wall plate extend into the inside of described constructional column, and the collar tie beam on the downside of collar tie beam described in two is indulged between muscle
By sleeve pipe connection, described constructional column and described collar tie beam top all casting concretes and described precast concrete wall panel shape
Integrated structure.
5. prefabricated load bearing concrete wall panel combining structure according to claim 1, it is characterized in that：Described constructional column is pre-
Concrete component processed, described collar tie beam and the prefabricated formation integral structure of described precast concrete wall panel, the structure described in two
The collar tie beam between post and on the downside of the collar tie beam described in two is made to indulge between muscle all by sleeve pipe connection, described precast concrete wall panel
Welded connections A is embedded with described constructional column connecting side, the both sides upper and lower ends of described constructional column are embedded with welding and connected
Fitting B, described welded connections A weld with described welded connections B, on described collar tie beam casting concrete with it is described
Precast concrete wall panel forms integral structure.
6. the prefabricated load bearing concrete wall panel combining structure according to claim 3 or 4 or 5, it is characterized in that：Described sleeve pipe
For grout sleeve or extruding sleeve or straight screw sleeve or taper thread sleeve.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720857332.0U CN206956978U (en) | 2017-07-14 | 2017-07-14 | Prefabricated load bearing concrete wall panel combining structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720857332.0U CN206956978U (en) | 2017-07-14 | 2017-07-14 | Prefabricated load bearing concrete wall panel combining structure |
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| CN206956978U true CN206956978U (en) | 2018-02-02 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107143065A (en) * | 2017-07-14 | 2017-09-08 | 湖北宇辉中工建筑产业化有限公司 | Prefabricated load bearing concrete wall panel combining structure and construction method |
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- 2017-07-14 CN CN201720857332.0U patent/CN206956978U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107143065A (en) * | 2017-07-14 | 2017-09-08 | 湖北宇辉中工建筑产业化有限公司 | Prefabricated load bearing concrete wall panel combining structure and construction method |
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