CN207829150U - A kind of sliding installation system of fabricated construction - Google Patents
A kind of sliding installation system of fabricated construction Download PDFInfo
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- CN207829150U CN207829150U CN201820175462.0U CN201820175462U CN207829150U CN 207829150 U CN207829150 U CN 207829150U CN 201820175462 U CN201820175462 U CN 201820175462U CN 207829150 U CN207829150 U CN 207829150U
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- precast
- steel pipe
- steel
- shear wall
- fabricated
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Abstract
The utility model discloses a kind of slidings of fabricated construction to install system, belongs to assembled architecture field.System is installed in a kind of sliding of fabricated construction of the utility model, including precast beam, precast floor slab, precast shear wall and pre-fabricated steel pipe pillar, pre-fabricated steel pipe pillar includes steel pipe and concrete, steel pipe is equipped with notch along oneself height direction, connecting plate is additionally provided in steel pipe, connecting plate, steel pipe and notch surround a T-shaped notch, the both sides of precast beam are equipped with can be with the mating I-steel of above-mentioned notch one, I-steel two is also embedded in precast beam, the top end face and bottom face of precast beam are stretched out in the both ends of I-steel two respectively, to connect precast shear wall, the side of precast shear wall also is provided with can be with the mating I-steel of above-mentioned notch, it is additionally provided with plug connector one on former and later two side walls of precast beam, to connect precast floor slab, the junction of each structure of the system is additionally provided with mortar.The system of the utility model is easy to connect, and connects reliable.
Description
Technical field
The utility model is related to a kind of installation systems, more specifically to a kind of sliding fixing body of fabricated construction
System.
Background technology
With the development of modern industrial technology, assembled architecture starts to arouse people's interest, and assembled architecture has work
The advantages that phase is short, energy consumption is low, environmentally protective, and assembled architecture can be standardized production, industrialization construction, can save
Material reduces waste, and can improve the quality of building, and very convenient, quick, assembled architecture has become construction industry development
Trend.Some or all of building component is prefabricated in the factory completion, then transports to construction site, component is passed through reliable
Connection type assembles and the building built up, referred to as prefabrication.
Assembled architecture often refers between the structures such as precast shear wall, precast beam, precast floor slab, pre-fabricated steel pipe pillar
Connection, currently, most widely used between several structures is using grouting steel bushing connection, although this kind of connection structure can be complete
At the connection between the structures such as precast shear wall, precast beam, precast floor slab, pre-fabricated steel pipe pillar, still, this kind of connection structure construction
Process is complicated, more demanding to the technological level of master worker, by precast shear wall, precast beam, precast floor slab, pre-fabricated steel pipe pillar
Etc. structures be attached that operation is also very cumbersome, and in the construction process, worker, which easily slacks off, to be subtracted using grouting steel bushing respectively
The floating of sleeve grout outlet is directly caused full illusion of being in the milk with mortar, causes grout sleeve connecting node of poor quality, make by material
The structures such as precast shear wall, precast beam, precast floor slab, pre-fabricated steel pipe pillar connect the structural system to be formed and cannot reach design
Bearing requirements cause serious security risk.
Invention content
1. utility model technical problems to be solved
The purpose of the utility model is to overcome the big deficiencies of existing fabricated construction difficulty of construction, provide a kind of assembly
System is installed in the sliding of formula structure, using the technical solution of the utility model, precast beam, precast floor slab, precast shear wall and pre-
Steel pipe column processed is easy to connect, easy to operate, enormously simplifies construction technology, reduces construction cost, meanwhile, the installation system is each
Reliable, connecting node quality height is connected between structure.
2. technical solution
In order to achieve the above objectives, technical solution provided by the utility model is：
System, including precast beam, precast floor slab, prefabricated shearing are installed in a kind of sliding of fabricated construction of the utility model
Wall and pre-fabricated steel pipe pillar, the pre-fabricated steel pipe pillar include steel pipe and concrete, and the steel pipe is equipped with along oneself height direction
Notch, the notch are through to the bottom of steel pipe at the top of steel pipe, and the concrete is wrapped in the periphery of steel pipe, described
Steel pipe in be additionally provided with connecting plate, the connecting plate, steel pipe and notch surround a T-shaped notch, the precast beam
Both sides along oneself height short transverse be equipped with can respectively pacify with the mating I-steel one of above-mentioned notch, the steel pipe column
Mounted in the both ends of precast beam, I-steel two is also embedded in the precast beam, the both ends of the I-steel two are stretched out respectively
The top end face and bottom face of precast beam, to connect precast shear wall, the side of the precast shear wall is along oneself height side
To also be provided with can be with the mating I-steel of above-mentioned notch, the precast shear wall is mating up and down the two of precast beam
End, and the side of the precast shear wall is plugged in above-mentioned notch, former and later two side wall upper edges of the precast beam are certainly
Body length direction is additionally provided with plug connector one, and the plug connector one is equipped with T " font slots, described to connect precast floor slab
Precast beam, precast floor slab, precast shear wall and pre-fabricated steel pipe pillar junction be additionally provided with mortar.
Further, the upper and lower ends of the precast shear wall are equipped with the plug connector coordinated with I-steel two, described
Precast shear wall be different from I-steel where side side along oneself height direction be equipped with plug connector four, to connect adjacent two
Block precast shear wall.
Further, one end of the precast floor slab is equipped with the I-steel three coordinated with plug connector one, and described is pre-
It is equipped with plug connector three along length direction different from the side of three place side of I-steel on floor processed, to connect adjacent two
Block precast floor slab.
Further, it also is provided with concrete in the plane enclosure space that the steel pipe and connecting plate surround, to add
Gu pre-fabricated steel pipe pillar.
Further, the gap of the junction of the precast beam, precast floor slab, precast shear wall and pre-fabricated steel pipe pillar
Inside it is additionally provided with rear pouring concrete.
3. advantageous effect
It is had the advantages that compared with existing known technology using technical solution provided by the utility model：
(1) system, the steel of the pre-fabricated steel pipe pillar in the system are installed in a kind of sliding of fabricated construction of the utility model
Pipe is equipped with notch, is equipped with connecting plate in steel pipe, and steel pipe, notch and connecting plate surround a T-shaped notch, and the two of precast beam
End and one end of shear wall are connected to by the notch on steel pipe column, easy to connect, easy to operate, and the steel pipe rod structure letter
It is single, it is ingenious in design, meanwhile, precast beam, precast floor slab, precast shear wall and the pre-fabricated steel pipe pillar of the system by I-steel, insert
The sliding of the structures such as fitting is assembled together, and assembling process is convenient and efficient, reduces difficulty of construction, enormously simplifies construction technology,
Reduce construction cost.
(2) system is installed in the sliding of a kind of fabricated construction of the utility model, the precast beam of the system, precast floor slab,
Precast shear wall and pre-fabricated steel pipe pillar are by together with the Standards such as I-steel, plug connector, between each structure of the system
Junction snap-in force is larger, strong to the ability to bear of external force, and connecting node is high-quality.
(3) system is installed in the sliding of a kind of fabricated construction of the utility model, the precast beam of the system, precast floor slab,
The junction of precast shear wall and pre-fabricated steel pipe pillar is equipped with mortar, which can play the role of fixed each structure, avoid each
It is produced relative sliding between structure, has consolidated the connection of each component, meanwhile, precast beam, precast floor slab, precast shear wall and prefabricated
It is additionally provided with rear pouring concrete in the gap of the junction of steel pipe column, can further reinforce the connection of each structure in the system, make
It is relatively reliable to obtain system connection.
(4) system, the steel pipe of the steel pipe column of the system and company are installed in a kind of sliding of fabricated construction of the utility model
It also is provided with concrete in the plane enclosure space that fishplate bar surrounds, which can reinforce steel pipe column, enhance the intensity of steel pipe column,
To enhance the intensity of integral system.
Description of the drawings
Fig. 1 is the overall structure signal of the precast beam in a kind of sliding installation system of fabricated construction of the utility model
Figure；
Fig. 2 is the overall structure diagram of the precast floor slab in the utility model；
Fig. 3 is the overall structure diagram of the precast shear wall in the utility model；
Fig. 4 is the overall structure diagram of the pre-fabricated steel pipe pillar in the utility model；
Fig. 5 is the overall structure vertical view of the pre-fabricated steel pipe pillar in the utility model.
Label declaration in schematic diagram：
1, precast beam；2, precast floor slab；3, precast shear wall；4, pre-fabricated steel pipe pillar；41, steel pipe；42, notch；43, it connects
Plate；44, concrete；A1, plug connector one；A2, I-steel three；A3, plug connector three；B1, I-steel two；B2, plug connector two；C1、
I-steel one；C2, I-steel four；C4, plug connector four.
Specific implementation mode
To further appreciate that the content of the utility model, the utility model is described in detail in conjunction with the accompanying drawings and embodiments.
Embodiment
In conjunction with shown in Fig. 1 to Fig. 5, a kind of sliding installation system of fabricated construction of the present embodiment, including precast beam 1,
Precast floor slab 2, precast shear wall 3 and pre-fabricated steel pipe pillar 4, wherein above-mentioned pre-fabricated steel pipe pillar 4 includes steel pipe 41 and concrete
44, steel pipe 41 is equipped with notch 42 along oneself height direction, which is through to the bottom of steel pipe 41 from the top of steel pipe 41, on
The concrete 44 stated is wrapped in the periphery of steel pipe 41, meanwhile, connecting plate 43, connecting plate 43, steel are additionally provided in above-mentioned steel pipe 41
Pipe 41 and notch 42 surround a T-shaped notch.Specifically, as shown in Figure 4 and Figure 5, above-mentioned 43 one end of connecting plate connection
On the madial wall positioned at the steel pipe 41 of 42 side of notch, the other end of connecting plate 43 is connected to the steel positioned at 42 other side of notch
On the madial wall of pipe 41, the connecting plate 43, steel pipe 41 define a T-shaped notch with notch 42, and the notch is by prefabricated
The top of steel pipe column 4 is through to the bottom of pre-fabricated steel pipe pillar 4, it should be noted that the notch is T-shaped to be similar to.It is above-mentioned
Connecting plate 43 can hold the both ends of steel pipe 41, avoid the both ends of steel pipe 41 from infinitely being opened from notch 42, the connecting plate 43
Improve the reliability of T-shaped notch.The steel pipe column 4 is simple in sturcture, ingenious in design.Preferably, above-mentioned 41 He of steel pipe
It also is provided with concrete 44 in the plane enclosure space that connecting plate 43 surrounds, to reinforce pre-fabricated steel pipe pillar 4, which can
Steel pipe column 4 is reinforced, enhances the intensity of steel pipe column 4, to enhance the intensity of integral system.
The both sides of above-mentioned precast beam 1 are equipped with along oneself height short transverse can be with the mating I-steel of above-mentioned notch
One C1, above-mentioned steel pipe column 4 are separately mounted to the both ends of precast beam 1, as shown in Figure 1, i.e. one C1 of I-steel is mounted on precast beam 1
Left and right ends, connect precast beam 1 and when steel pipe column 4, one C1 of I-steel be directly plugged on above-mentioned T-shaped notch i.e.
It can.Meanwhile two B1 of I-steel is also embedded in precast beam 1, the top end face of precast beam 1 is stretched out at the both ends of two B1 of the I-steel respectively
And bottom face, to connect precast shear wall 3, specifically, two B1 of the I-steel runs through along 1 short transverse of precast beam to be set
Set in precast beam 1, both ends head expose precast beam 1 in top end face and bottom face a certain distance, with prefabricated shearing
Wall 3 connects.
The side of above-mentioned precast shear wall 3 also is provided with along oneself height direction can be with the mating I-shaped of above-mentioned notch
Four C2 of steel, the mating upper and lower ends in precast beam 1 of precast shear wall 3, and the side of precast shear wall 3 is plugged on above-mentioned slot
In mouthful.Specifically, as shown in figure 3, four C2 of I-steel of the present embodiment is arranged on the left side wall of precast shear wall 3, and it is prefabricated
The upper and lower ends of shear wall 3 are equipped with two B2 of plug connector with I-steel two B1 cooperations, and two B2 of the plug connector is equipped with and I-steel two
Matched T " the fonts slot in the heads B1, precast shear wall 3 are connected to precast beam 1 by two B1 of I-steel and two B2 of plug connector
Upper and lower ends.More specifically, the precast shear wall 3 of the present embodiment be different from I-steel four C2 where side side upper edge from height
It spends direction and is equipped with four C4 of plug connector, to connect adjacent two pieces of precast shear walls 3, four C4 of the plug connector is again provided with T " fonts and inserts
Slot, four C4 of the plug connector can be mating with four C2 of I-steel, can will be adjacent by four C2 of four C4 of plug connector and I-steel
Two pieces of precast shear walls 3 link together, it is very convenient.
Shown in hookup 1 and Fig. 2, former and later two side wall upper edge length directions of above-mentioned precast beam 1 are additionally provided with slotting
One A1 of fitting, one A1 of plug connector are equipped with T " font slots, and to connect precast floor slab 2, specifically, one end of precast floor slab 2 is set
There is three A2 of I-steel with plug connector one A1 cooperations, precast floor slab 2 is connected to by three A2 of I-steel and one A1 of plug connector pre-
On beam 1 processed.In addition, the side of side is along length direction where being different from three A2 of I-steel on the precast floor slab 2 of the present embodiment
Equipped with three A3 of plug connector, to connect two blocks of adjacent precast floor slabs 2, three A3 of the plug connector, which is equipped with, to be inserted with three A2 of I-steel
T " the font slots for connecing cooperation can be very easily prefabricated by polylith as needed by three A2 of three A3 of plug connector and I-steel
Floor 2 links together, convenient and efficient.
Precast beam 1, precast floor slab 2, precast shear wall 3 and the pre-fabricated steel pipe pillar 4 of the system pass through I-steel, plug connector etc.
Structure sliding is assembled together, and assembling process is convenient and efficient, reduces difficulty of construction, enormously simplifies construction technology, reduces
Construction cost, meanwhile, the structures such as I-steel, plug connector make the junction snap-in force between each structure in the system larger,
Strong to the ability to bear of external force, connecting node is high-quality.
Further, the junction of above-mentioned precast beam 1, precast floor slab 2, precast shear wall 3 and pre-fabricated steel pipe pillar 4 is also set
There is mortar, which can play the role of fixed each structure, avoid producing relative sliding between each structure, consolidated each component
Connection.Further, the junction of above-mentioned precast beam 1, precast floor slab 2, precast shear wall 3 and pre-fabricated steel pipe pillar 4
Rear pouring concrete is additionally provided in gap, which can further reinforce the connection of each structure in the system so that should
System connection is relatively reliable.
When construction, first connection in need position applying mortar, then fix the position of precast beam 1, then will be pre-
From the side of precast beam 1, sliding is installed in place floor 2 processed, and then by precast shear wall 3, from the top of precast beam 1, sliding is installed to
Position, then pre-fabricated steel pipe pillar 4 is slid from the side of precast beam 1 and precast shear wall 3 and is installed in place, finally in sky from top to bottom
Gap position from top to bottom after pouring concrete the installation of the system can be completed.
System is installed in a kind of sliding of fabricated construction of the utility model, and the system is easy to connect, easy to operate, significantly
Construction technology is simplified, construction cost is reduced, meanwhile, reliable, connecting node quality height is connected between each structure of the system.
Schematically the utility model and embodiments thereof are described above, description is not limiting, attached drawing
Shown in also be the utility model one of embodiment, actual structure is not limited to this.So if this field
Those of ordinary skill enlightened by it, without deviating from the purpose of the present invention, without creatively designing
Frame mode similar with the technical solution and embodiment, all should belong to the protection range of the utility model.
Claims (5)
1. system is installed in the sliding of fabricated construction a kind of, including precast beam (1), precast floor slab (2), precast shear wall (3) and
Pre-fabricated steel pipe pillar (4), it is characterised in that：The pre-fabricated steel pipe pillar (4) includes steel pipe (41) and concrete (44), the steel
It manages (41) and is equipped with notch (42) along oneself height direction, the notch (42) is through to steel pipe (41) at the top of steel pipe (41)
Bottom, the concrete (44) is wrapped in the periphery of steel pipe (41), connecting plate (43) is additionally provided in the steel pipe (41),
Connecting plate (43), steel pipe (41) and the notch (42) surrounds a T-shaped notch, the both sides of the precast beam (1)
Being equipped with along oneself height short transverse can be with the mating I-steel one (C1) of above-mentioned notch, and the steel pipe column (4) is respectively
Both ends mounted on precast beam (1), the precast beam (1) is interior to be also embedded with I-steel two (B1), the I-steel two
(B1) top end face and bottom face of precast beam (1) are stretched out in both ends respectively, and to connect precast shear wall (3), described is prefabricated
The side of shear wall (3) along oneself height direction also be provided with can with the mating I-steel four (C2) of above-mentioned notch, it is described
Precast shear wall (3) mating upper and lower ends in precast beam (1), and the side of the precast shear wall (3) is plugged on
In above-mentioned notch, former and later two side wall upper edge length directions of the precast beam (1) are additionally provided with plug connector one (A1), institute
The plug connector one (A1) stated is equipped with T " font slots, to connect precast floor slab (2), the precast beam (1), precast floor slab
(2), the junction of precast shear wall (3) and pre-fabricated steel pipe pillar (4) is additionally provided with mortar.
2. system is installed in a kind of sliding of fabricated construction according to claim 1, it is characterised in that：It is described prefabricated to cut
The upper and lower ends of power wall (3) are equipped with the plug connector two (B2) coordinated with I-steel two (B1), and the precast shear wall (3) is different
The side of side is equipped with plug connector four (C4) along oneself height direction where I-steel four (C2), prefabricated to connect adjacent two pieces
Shear wall (3).
3. system is installed in a kind of sliding of fabricated construction according to claim 2, it is characterised in that：The prefabricated building
One end of plate (2) is equipped with the I-steel three (A2) coordinated with plug connector one (A1), is different from I-shaped on the precast floor slab (2)
The side of side is equipped with plug connector three (A3) along length direction where steel three (A2), to connect two blocks of adjacent precast floor slabs
(2)。
4. system is installed in a kind of sliding of fabricated construction according to claims 1 to 3 any one, it is characterised in that：
It also is provided with concrete (44) in the plane enclosure space that the steel pipe (41) and connecting plate (43) surrounds, to reinforce pre-manufactured steel
Tubing string (4).
5. system is installed in a kind of sliding of fabricated construction according to claim 4, it is characterised in that：The precast beam
(1), it is additionally provided with rear pouring concrete in the gap of the junction of precast floor slab (2), precast shear wall (3) and pre-fabricated steel pipe pillar (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820175462.0U CN207829150U (en) | 2018-02-01 | 2018-02-01 | A kind of sliding installation system of fabricated construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820175462.0U CN207829150U (en) | 2018-02-01 | 2018-02-01 | A kind of sliding installation system of fabricated construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207829150U true CN207829150U (en) | 2018-09-07 |
Family
ID=63396131
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820175462.0U Expired - Fee Related CN207829150U (en) | 2018-02-01 | 2018-02-01 | A kind of sliding installation system of fabricated construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207829150U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109723142A (en) * | 2019-02-21 | 2019-05-07 | 汉尔姆建筑科技有限公司 | A kind of building structure |
| CN110080393A (en) * | 2019-05-14 | 2019-08-02 | 浙江大东吴集团建设有限公司 | A kind of public building assembling type steel structure |
| CN110485553A (en) * | 2019-09-06 | 2019-11-22 | 泰州市保力装配式住宅工业有限公司 | A kind of assembled architecture and its assembly method on prefabricated assembled basis |
| CN114457912A (en) * | 2022-02-28 | 2022-05-10 | 中交一公局集团有限公司 | Tie beam assembly, supporting device and tie beam assembly installation method |
| WO2022248919A1 (en) * | 2021-05-27 | 2022-12-01 | Hamed Molany | Sliding interlock connection for modular buildings |
-
2018
- 2018-02-01 CN CN201820175462.0U patent/CN207829150U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109723142A (en) * | 2019-02-21 | 2019-05-07 | 汉尔姆建筑科技有限公司 | A kind of building structure |
| CN110080393A (en) * | 2019-05-14 | 2019-08-02 | 浙江大东吴集团建设有限公司 | A kind of public building assembling type steel structure |
| CN110485553A (en) * | 2019-09-06 | 2019-11-22 | 泰州市保力装配式住宅工业有限公司 | A kind of assembled architecture and its assembly method on prefabricated assembled basis |
| WO2022248919A1 (en) * | 2021-05-27 | 2022-12-01 | Hamed Molany | Sliding interlock connection for modular buildings |
| CN114457912A (en) * | 2022-02-28 | 2022-05-10 | 中交一公局集团有限公司 | Tie beam assembly, supporting device and tie beam assembly installation method |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180907 Termination date: 20210201 |
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| CF01 | Termination of patent right due to non-payment of annual fee |