CN207646886U - The assembled arthitecutral structure that steel construction is combined with concrete structure - Google Patents
The assembled arthitecutral structure that steel construction is combined with concrete structure Download PDFInfo
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- CN207646886U CN207646886U CN201721612907.9U CN201721612907U CN207646886U CN 207646886 U CN207646886 U CN 207646886U CN 201721612907 U CN201721612907 U CN 201721612907U CN 207646886 U CN207646886 U CN 207646886U
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Abstract
This application provides the assembled arthitecutral structures that steel construction is combined with concrete structure, steel construction includes the wall body structure formed by the mutual assembly connection of several prefabricated panels with the assembled arthitecutral structure that concrete structure is combined, equipped with several structural support steel pipes being vertically arranged up and down in the prefabricated panel, the steel construction further includes several being fixedly connected set on the wall body structure upper end and with the structural support steel pipe in the prefabricated panel that the proximate matter girder steel of steel building to be collectively formed with the structural support steel pipe with the assembled arthitecutral structure that concrete structure is combined.Proximate matter girder steel is fixedly connected to form steel structure frame with structural support steel pipe can greatly improve the bearing strength of prefabricated buildings, so that prefabricated buildings is built to obtain higher, expand the application range of modular architectural.
Description
【Technical field】
This application involves construction engineering technical fields more particularly to steel construction to be built with the assembled that concrete structure is combined
Building structure.
【Background technology】
Modular architectural due to its making is simple, convenient transportation and it is quick for installation the features such as obtained it is more and more extensive
Using, but in existing modular architectural field, since the bearing capacity and prefabricated buildings of assembled wall are whole
The bearing strength of building structure is limited so that the height of house of prefabricated buildings cannot build it is too high, to limit to assembled room
The application in room affects the development of modular architectural industry.
【Invention content】
In order to improve the bearing strength of prefabricated buildings holistic conformation structure, this application provides steel constructions and concrete knot
The assembled arthitecutral structure that structure is combined.
The application is realized by following technical scheme：
The assembled arthitecutral structure that steel construction is combined with concrete structure, including by several prefabricated panels mutually company of assembly
The wall body structure to be formed is connect, several structural support steel pipes being vertically arranged up and down, the steel construction are equipped in the prefabricated panel
With the assembled arthitecutral structure that concrete structure is combined further include it is several be set to the wall body structure upper end and with it is described prefabricated
Structural support steel pipe in wallboard is fixedly connected that the proximate matter steel of steel building is collectively formed with the structural support steel pipe
Beam.
The junction of the adjacent proximate matter girder steel is equipped with connects steel by the girder steel that at least two proximate matter girder steels link together
Plate.
The proximate matter girder steel is connected across on contiguous prefabricated wallboard to link together contiguous prefabricated wallboard.
The upper end of the structural support steel pipe is equipped with the steel pipe connecting fishplate bar for being fixedly connected with the proximate matter girder steel.
The hydropower installation slot that opening direction is parallel to horizontal direction is provided along its length on the proximate matter girder steel, it is described
The bearing rib being fixedly connected with its upper side wall and lower wall is equipped in hydropower installation slot.
The proximate matter girder steel is I-steel or H profile steel.
The structural support steel pipe is equipped with the upper and lower perforative vertical hole of steel pipe, and the proximate matter girder steel is equipped with can be with the steel
The vertical hole of girder steel that vertical hole communicates is managed, the steel construction further includes peace with the assembled arthitecutral structure that concrete structure is combined
Loaded on the floor above the proximate matter girder steel, the floor is equipped with the vertical hole of floor communicated with the vertical hole of the girder steel, institute
It states and is plugged with connection reinforcing bar in the vertical hole of floor, the vertical hole of girder steel and the vertical hole of steel pipe, and by perpendicular to the vertical hole of floor, girder steel
Grouting material is poured into a mould into hole and the vertical hole of steel pipe makes the floor be connected with the proximate matter girder steel and the prefabricated panel.
Present invention also provides the assembled architecture house that steel construction is combined with concrete structure, including it is as described above
The assembled arthitecutral structure that steel construction is combined with concrete structure.
Compared with prior art, the application has the following advantages：
1, the application is in the wall body structure upper end that is formed by prefabricated panel assembly connection by installing proximate matter girder steel, and by type
Material girder steel is fixedly connected with the structural support steel pipe in prefabricated panel makes proximate matter girder steel that steel knot be collectively formed with structural support steel pipe
Structure frame is combined using this steel construction with concrete structure using the basic framework as prefabricated buildings to greatly improved
Assembled arthitecutral structure prefabricated buildings bearing strength, therefore, compared with traditional prefabricated buildings, using this steel knot
Structure can build to obtain higher with the prefabricated buildings for the assembled arthitecutral structure that concrete structure is combined, and modular architectural is made also
Suitable for skyscraper field.
2, since the steel building that proximate matter girder steel and structural support steel pipe collectively form can effectively improve prefabricated buildings
Whole bearing strength, therefore, compared with traditional prefabricated buildings, the dress that is combined with concrete structure using this steel construction
Its prefabricated panel of prefabricated buildings with formula building structure can be used lighter material and be made, consequently facilitating transport and saving are built
This is caused, there are high market prospects.
【Description of the drawings】
In order to more clearly explain the technical solutions in the embodiments of the present application, make required in being described below to embodiment
Attached drawing is briefly described.
Fig. 1 is the schematic diagram of prefabricated panel；
Fig. 2 is the schematic diagram of prefabricated panel internal structure；
Fig. 3 is that prefabricated panel assembly connection forms wall body structure schematic diagram；
Fig. 4 is structural schematic diagram one of the proximate matter steel girder erection in wall body structure upper end；
Fig. 5 is structural schematic diagram two of the proximate matter steel girder erection in wall body structure upper end；
Fig. 6 is structural schematic diagram three of the proximate matter steel girder erection in wall body structure upper end；
Fig. 7 is the structural schematic diagram that girder steel junction steel plate is installed on proximate matter girder steel；
Fig. 8 is the structural schematic diagram after being laid with floor on the upside of proximate matter girder steel.
【Specific implementation mode】
The assembled arthitecutral structure that steel construction as shown in drawings is combined with concrete structure, including by several such as Fig. 1
Shown in 1 mutual assembly connection of prefabricated panel form wall body structure 2 as shown in Figure 3, the prefabricated panel 1 is generally concrete
Other lightweight wall plates can also be used in matter wallboard, as shown in Fig. 2, equipped with several knots being vertically arranged up and down in the prefabricated panel 1
Structure supporting steel pipe 3, as shown in Figures 4 to 6, the steel construction further includes with the assembled arthitecutral structure that concrete structure is combined
It is several to be set to 2 upper end of the wall body structure and be fixedly connected with the structural support steel pipe 3 in the prefabricated panel 1 thus with described
The proximate matter girder steel 4 of steel building is collectively formed in structural support steel pipe 3, in order to further increase between adjacent prefabricated panel 1
Connective stability, the proximate matter girder steel 4 is connected across on contiguous prefabricated wallboard 1 so that contiguous prefabricated wallboard 1 link together.
By installing proximate matter girder steel in the wall body structure upper end that is formed by prefabricated panel assembly connection, and by proximate matter girder steel and prefabricated panel
Interior structural support steel pipe, which is fixedly connected, makes proximate matter girder steel and structural support steel pipe that steel structure frame be collectively formed using as assembly
The basic framework in formula house, to which the assembled arthitecutral structure for using this steel construction to be combined with concrete structure greatly improved
Prefabricated buildings bearing strength, therefore, compared with traditional prefabricated buildings, using this steel construction and concrete structure phase
In conjunction with the prefabricated buildings of assembled arthitecutral structure can build to obtain higher, so that modular architectural is also can be suitably used for skyscraper neck
In domain, simultaneously because with the steel building that structural support steel pipe collectively forms to effectively improve prefabricated buildings whole for proximate matter girder steel
The bearing strength of body, therefore, compared with traditional prefabricated buildings, the assembly that is combined with concrete structure using this steel construction
Its prefabricated panel of the prefabricated buildings of formula building structure can be used lighter material and be made, consequently facilitating transport and saving are built
Cost has high market prospects.
Further, in order to make adjacent proximate matter girder steel 4 is firm to link together, as shown in fig. 7, the adjacent type
The junction of material girder steel 4 is equipped with the girder steel junction steel plate 7 that at least two proximate matter girder steels 4 link together, girder steel junction steel plate 7
Upside and/or the downside of proximate matter girder steel 4 is may be provided at adjacent proximate matter girder steel 4 links together with stable.
For the ease of being fixedly connected proximate matter girder steel 4 as being welded on structural support steel pipe 3, the structural support steel pipe 3
Upper end be equipped with steel pipe connecting fishplate bar 31 for being fixedly connected with the proximate matter girder steel 4, setting steel pipe connecting fishplate bar 31 can increase knot
The contact area of structure supporting steel pipe 3 and proximate matter girder steel 4, and convenient for by proximate matter girder steel 4 be welded on steel pipe connecting fishplate bar 31 to
It is welded on structural support steel pipe 3.
This steel construction is empty in order to reserved bracing wire when the assembled arthitecutral structure that concrete structure is combined is in assembly
Between in order to socket water power line, the water that opening direction is parallel to horizontal direction is provided along its length on the proximate matter girder steel 4
Electric mounting groove 41, the hydropower installation slot 41 is interior to be equipped with the bearing rib 42 being fixedly connected with its upper side wall and lower wall, in order to
It can realize above-mentioned technique effect, it is preferred that the proximate matter girder steel 4 is I-steel or H profile steel.
The structural support steel pipe 3 is equipped with the upper and lower perforative vertical hole 32 of steel pipe, and the proximate matter girder steel 4 is equipped with can be with institute
State the vertical hole 43 of girder steel that the vertical hole of steel pipe 32 communicates, the assembled arthitecutral structure that the steel construction is combined with concrete structure
Further include the floor 5 for being installed on the top of the proximate matter girder steel 4, the floor 5, which is equipped with, to be communicated with the vertical hole of the girder steel 43
The vertical hole 51 of floor, in order to make floor 5, proximate matter girder steel 4 and prefabricated panel 1 are firm to link together, the floor is perpendicular
It is plugged with connection reinforcing bar 6 into hole 51, the vertical hole 43 of girder steel and the vertical hole of steel pipe 32, and by the vertical hole 51 of floor, girder steel
Cast grouting material makes the floor 5 and 1 phase of the proximate matter girder steel 4 and the prefabricated panel in vertical hole 43 and the vertical hole 32 of steel pipe
Connection, it is preferred that the grouting material is high-strength grout.
The present embodiment additionally provides the assembled architecture house that steel construction is combined with concrete structure, including as described above
The assembled arthitecutral structure that is combined with concrete structure of steel construction.It is formed by structural support steel pipe 3 and proximate matter girder steel 4
Grouting in the vertical hole 51 of concrete and floor of steel construction and prefabricated panel 1, the vertical hole 43 of girder steel and the vertical hole of steel pipe 32
Material structure makes steel construction that the building that concrete adds steel construction be integrally formed with the assembled architecture house that concrete structure is combined
Structure, the bearing strength with bigger compared with traditional prefabricated buildings so that use steel construction as described above and coagulation
The prefabricated buildings for the assembled arthitecutral structure that soil structure is combined can build to obtain higher, and the scope of application is wider.
The present embodiment operation principle is as follows：
By installing proximate matter girder steel in the wall body structure upper end that is formed by prefabricated panel assembly connection, and by proximate matter girder steel with
Structural support steel pipe in prefabricated panel be fixedly connected make proximate matter girder steel and structural support steel pipe be collectively formed steel structure frame with
As the basic framework of prefabricated buildings, to which the assembled for using this steel construction to be combined with concrete structure greatly improved
The bearing strength of the prefabricated buildings of building structure, therefore, the assembled architecture knot that this steel construction is combined with concrete structure
Structure can be applied on skyscraper field, to expand the scope of application of modular architectural.
It is a kind of embodiment for combining particular content to provide as described above, does not assert the specific implementation office of the application
It is limited to these explanations.It is all approximate with the present processes, structure etc., identical, if or for being made under the application concept thereof
Dry technology deduction or replace, all should be considered as the protection domain of the application.
Claims (8)
1. the assembled arthitecutral structure that steel construction is combined with concrete structure, including mutually assembled by several prefabricated panels (1)
The wall body structure (2) formed is connected, several structural support steel pipes (3) being vertically arranged up and down are equipped in the prefabricated panel (1),
It is characterized in that, the steel construction with the assembled arthitecutral structure that concrete structure is combined further include it is several be set to the wall
Structure (2) upper end is simultaneously fixedly connected with the structural support steel pipe (3) in the prefabricated panel (1) thus with the structural support steel
The proximate matter girder steel (4) of steel building is collectively formed in pipe (3).
2. the assembled arthitecutral structure that steel construction according to claim 1 is combined with concrete structure, which is characterized in that
The junction of the adjacent proximate matter girder steel (4) is equipped with will girder steel junction steel plate that at least two proximate matter girder steels (4) link together
(7)。
3. the assembled arthitecutral structure that steel construction according to claim 1 is combined with concrete structure, which is characterized in that
The proximate matter girder steel (4) is connected across on contiguous prefabricated wallboard (1) to link together contiguous prefabricated wallboard (1).
4. the assembled arthitecutral structure that steel construction according to claim 1 is combined with concrete structure, which is characterized in that
The upper end of the structural support steel pipe (3) is equipped with the steel pipe connecting fishplate bar (31) for being fixedly connected with the proximate matter girder steel (4).
5. the assembled arthitecutral structure that steel construction according to claim 1 is combined with concrete structure, which is characterized in that
The hydropower installation slot (41) that opening direction is parallel to horizontal direction is provided along its length on the proximate matter girder steel (4), it is described
The bearing rib (42) being fixedly connected with its upper side wall and lower wall is equipped in hydropower installation slot (41).
6. the assembled arthitecutral structure that steel construction according to claim 5 is combined with concrete structure, which is characterized in that
The proximate matter girder steel (4) is I-steel or H profile steel.
7. the assembled arthitecutral structure that steel construction according to claim 1 is combined with concrete structure, which is characterized in that
The structural support steel pipe (3) is equipped with the upper and lower perforative vertical hole of steel pipe (32), the proximate matter girder steel (4) be equipped with can with it is described
The vertical hole of girder steel (43) that the vertical hole of steel pipe (32) communicates, the assembled architecture knot that the steel construction is combined with concrete structure
Structure further includes the floor (5) being installed on above the proximate matter girder steel (4), and the floor (5) is equipped with and the vertical hole of the girder steel
(43) the vertical hole of floor (51) communicated, the vertical hole of floor (51), the vertical hole of girder steel (43) and the vertical hole of steel pipe (32) are interior
It is plugged with connection reinforcing bar (6), and passes through the cast into the vertical hole of floor (51), the vertical hole of girder steel (43) and the vertical hole of steel pipe (32)
Grouting material makes the floor (5) be connected with the proximate matter girder steel (4) and the prefabricated panel (1).
8. the assembled architecture house that steel construction is combined with concrete structure, which is characterized in that including such as claim 1-7
The assembled arthitecutral structure that any one of them steel construction is combined with concrete structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721612907.9U CN207646886U (en) | 2017-11-27 | 2017-11-27 | The assembled arthitecutral structure that steel construction is combined with concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721612907.9U CN207646886U (en) | 2017-11-27 | 2017-11-27 | The assembled arthitecutral structure that steel construction is combined with concrete structure |
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| Publication Number | Publication Date |
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| CN207646886U true CN207646886U (en) | 2018-07-24 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201721612907.9U Active CN207646886U (en) | 2017-11-27 | 2017-11-27 | The assembled arthitecutral structure that steel construction is combined with concrete structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107905385A (en) * | 2017-11-27 | 2018-04-13 | 黄昆 | The assembled arthitecutral structure and method of construction that steel construction is combined with concrete structure |
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2017
- 2017-11-27 CN CN201721612907.9U patent/CN207646886U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107905385A (en) * | 2017-11-27 | 2018-04-13 | 黄昆 | The assembled arthitecutral structure and method of construction that steel construction is combined with concrete structure |
| WO2019100798A1 (en) * | 2017-11-27 | 2019-05-31 | 黄昆 | Fabricated building structure having combined steel structure and concrete structure, and construction method |
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