CN215518856U - Support and stand connection structure for basement building - Google Patents
Support and stand connection structure for basement building Download PDFInfo
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- CN215518856U CN215518856U CN202120012230.5U CN202120012230U CN215518856U CN 215518856 U CN215518856 U CN 215518856U CN 202120012230 U CN202120012230 U CN 202120012230U CN 215518856 U CN215518856 U CN 215518856U
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Abstract
The utility model discloses a support and upright post connecting structure for basement construction, which comprises upright posts, wherein lattice posts are inserted into the tops of the upright posts, each lattice post consists of four angle steels, four sides of each lattice post are respectively jointed and welded with a first batten plate, the top ends of the upright posts are provided with a bottom plate, a plurality of water stop plates are embedded in the bottom plates, each water stop plate is provided with a connecting part of each lattice post and the top end of each upright post, and a second batten plate is welded on the inner wall of the splicing part of the plurality of lattice posts, the project progress and difficulty are greatly shortened and reduced, and the working efficiency is increased.
Description
Technical Field
The utility model relates to the field of building construction, in particular to a support and upright post connecting structure for a basement building.
Background
The lattice column is used as a bending member and is mainly used for factory building frame columns and independent columns, and the section of the lattice column or a steel plate is generally designed into a biaxial symmetrical section or a uniaxial symmetrical section. The lattice system member is composed of a limb and a lacing material, wherein the limb mainly bears axial force, and the lacing material mainly resists lateral force.
In the building process of underground building, often use the lattice column to come as bearing structure, but the connection structure between current lattice column and tubular pile post and the supporting beam, it is comparatively complicated to in-process decorating carrying out, the use of the follow-up construction of being not convenient for influences work efficiency.
Disclosure of Invention
In order to solve the existing problems, the utility model provides a support and upright post connecting structure for a basement building.
The utility model is realized by the following technical scheme:
the utility model provides a basement building is with supporting and stand connection structure, includes the stand, the stand top has inserted the lattice column, the lattice column comprises four angle steels, the welding of all laminating of four sides of lattice column has first lacing board, the stand top is provided with the bottom plate, the embedding has a plurality of stagnant water boards in the bottom plate, the stagnant water board is provided with lattice column and stand top junction, and all the welding has the second lacing board on a plurality of lattice column concatenation department inner walls, and the lattice column top of the top is provided with the roof, transversely run through in the roof and be provided with a plurality of main tributary brace reinforcing bars.
Preferably: the roof internal fixation embedding has a multiunit to prop up a supporting beam, and in the latticed column top of the top stretched into the roof, a multiunit was propped up the top in the embedded roof of latticed column.
Preferably: equal fixedly connected with flange plate on the four side outer walls of lattice column, the flange plate is formed for a plurality of trapezoidal floor of diaphragm bottom welding, and a plurality of flange plate tops and roof bottom laminating set up.
Preferably: the novel steel plate is characterized in that a local enlarged plate is fixedly poured on one side of the top plate, plate supporting steel bars penetrate through the local enlarged plate, a first stabilizing steel bar group is embedded into the local enlarged plate, the first stabilizing steel bar group is S-shaped integrally, a second stabilizing steel bar group is embedded into the local enlarged plate, the second stabilizing steel bar group is U-shaped integrally, two ends of the second stabilizing steel bar group are in a barb shape, and two ends of the second stabilizing steel bar group extend into the top plate respectively.
Compared with the prior art, the utility model has the beneficial effects that: this device is through being provided with the stagnant water board, can effectually prevent to irritate the situation that takes place to return thick liquid behind the stake, be provided with flange board and second lacing plate for the device concatenation is convenient, and stability is higher, and be convenient for unpick and wash simultaneously, and the atress is even, great increase framework's life and the convenience on engineering construction, on the problem to lattice column and roof production deviation simultaneously, can adopt different solution according to actual conditions, make the engineering progress shorten greatly with the degree of difficulty and reduce, and the work efficiency is increased.
Drawings
FIG. 1 is a block diagram of the structure of the present invention;
FIG. 2 is a cross-sectional view of a first gusset plate in the structural pillar of the present invention;
FIG. 3 is a cross-sectional view of a structural lattice column of the present invention;
FIG. 4 is a front view of the structural lattice column of the present invention assembled with a second gusset plate;
FIG. 5 is a cross-sectional view of the structural lattice column of the present invention assembled with a second gusset plate;
FIG. 6 is a schematic illustration of the position of the structural lattice column of the present invention in engagement with the second gusset plate;
FIG. 7 is a block diagram of the structural water stop plate of the present invention;
FIG. 8 is a schematic view of the installation location of the structural flange plate of the present invention;
FIG. 9 is a top view of a structural flange plate of the present invention;
FIG. 10 is a block diagram of a structural flange plate according to the present invention;
figure 11 is a schematic view of a partial connection of the structural lattice column of the present invention to a locally enlarged plate;
FIG. 12 is a partial sectional view of the structural lattice column of the present invention in connection with a locally enlarged panel;
FIG. 13 is a schematic view of the overall connection of the structural lattice column of the present invention to a locally enlarged plate;
figure 14 is a cross-sectional view of the complete connection of the structural lattice column of the present invention with a locally enlarged plate.
In the figure: the novel water-stop plate comprises a stand column 1, a first batten plate 2, a bottom plate 3, a water-stop plate 4, a lattice column 5, a second batten plate 6, a supporting beam 7, a flange plate 8, a top plate 9, a local enlarged plate 10, a plate supporting steel bar 11, a first stabilizing steel bar group 12, a main supporting steel bar 13 and a second stabilizing steel bar group 14.
Detailed Description
The utility model is described in further detail below with reference to the following detailed description and accompanying drawings:
as shown in fig. 1, fig. 2, fig. 3, fig. 4, fig. 5, fig. 6, fig. 7, fig. 8, fig. 9, fig. 10, fig. 11, fig. 12, fig. 13, and fig. 14, a support and column connection structure for a basement building includes a column 1, a lattice column 5 is inserted into the top of the column 1, the lattice column 5 is composed of four angle steels, first gusset plates 2 are welded to four sides of the lattice column 5, a bottom plate 3 is provided on the top end of the column 1, a plurality of water stop plates 4 are embedded in the bottom plate 3, the water stop plates 4 are provided with joints between the lattice column 5 and the top end of the column 1, second gusset plates 6 are welded to inner walls of joints of the plurality of lattice columns 5, a top plate 9 is provided on the top end of the uppermost lattice column 5, and a plurality of main support reinforcing bars 13 are transversely provided in the top plate 9.
Equal fixedly connected with flange plate 8 on the outer wall of four sides of lattice column 5, flange plate 8 is formed for a plurality of trapezoidal floor of diaphragm bottom welding, and 8 tops of a plurality of flange plates set up with the laminating of 9 bottoms of roof.
A locally-enlarged plate 10 is fixedly poured on one side of the top plate 9, plate supporting steel bars 11 penetrate through the locally-enlarged plate 10, first stabilizing steel bar groups 12 are embedded into the locally-enlarged plate 10, the first stabilizing steel bar groups 12 are integrally S-shaped, second stabilizing steel bar groups 14 are embedded into the locally-enlarged plate 10, the second stabilizing steel bar groups 14 are integrally U-shaped, two ends of each second stabilizing steel bar group 14 are in a barb shape, and two ends of each second stabilizing steel bar group 14 extend into the top plate 9 respectively.
The working principle is as follows: when the device is used, firstly, the upright post 1 is pre-buried below the ground (refer to an attached drawing 1), the upright post 1 is buried three meters below the ground, then a plurality of latticed columns 5 (refer to an attached drawing 3) are spliced, in the process of splicing the plurality of latticed columns 5, four second batten plates 6 (refer to attached drawings 4 and 5) are welded on the inner wall of the joint of two adjacent latticed columns 5, and the welding requirements are (refer to an attached drawing 6): the periphery of each second batten plate 6 and one angle steel in the lattice column 5 is fully welded, the vertex angle of the second batten plate 6 is planed to keep the welding position firm, the bottom end of the spliced lattice column 5 is inserted into the upright column 1 (refer to attached figures 1 and 2), concrete is poured into the upright column 1, a water stop plate 4 is welded at the joint of the lattice column 5 and the top end of the upright column 1, the welding position and the structure of the water stop plate 4 (refer to attached figure 7), the water stop plate 4 is used for preventing the grout return problem after the upright column 1 is grouted so as to ensure the normal use of the structure, a bottom plate 3 is poured on the ground to ensure that the lattice column 5 and the upright column 1 form complete fixation, the water stop plate 4 is embedded into the bottom plate 3 after pouring, the top end of the lattice column 5 extends into the top plate 9, in the extending process, a concrete cushion layer at the bottom of the top plate 9 needs to be completely chiseled in time to avoid the vehicle-building safety hazard, when the lattice column 5 is arranged in the construction process, necessary measures are taken to ensure that each side of the lattice column 5 is strictly vertical or parallel to the axis of the top plate 9.
At this time, when an error occurs between the top end of the lattice column 5 and the top plate 9, a remedy is implemented according to the magnitude of the error, when the cross section of the lattice column 5 deviates from the cross section of the top plate 9, but the center of the lattice column 5 does not deviate from the cross section of the top plate 9, at this time, referring to fig. 11, which is a top sectional view of the top plate 9 and the lattice column 5, at this time, a locally enlarged plate 10 is additionally installed on one side of the top plate 9, the outer angle of the locally enlarged plate 10 is 45 degrees, the whole is in an isosceles trapezoid shape, the top plate 9 and the locally enlarged plate 10 are both provided with a main support steel bar 13 and a plate support steel bar 11 (referring to the top view 12, fig. 12 is a sectional view), the locally enlarged plate 10 itself maintains a certain stability through a first stabilizing steel bar group 12, while the locally enlarged plate 10 is also stably connected with the top plate 9 through a second stabilizing steel bar group 14, so that a part of the top end of the lattice column 5 extends into the locally enlarged plate 10, the other part extends into the top plate 9 to complete the connection.
When the section of the lattice column 5 completely deviates from the section of the top plate 9 (refer to fig. 13 and 14), the locally enlarged plate 10 is enlarged, so that the top of the lattice column 5 is completely located in the locally enlarged plate 10, and the overall shape and included angle of the locally enlarged plate 10 are inconvenient to maintain, thereby completing the connection between the lattice column 5 and the top plate 9.
After the lattice column 5 and the top plate 9 are connected, a flange plate 8 (refer to the attached figures 8, 9 and 10) is additionally arranged at the joint of the lattice column 5 and the bottom end of the top plate 9, so that the lattice column is attached to the bottom end of the top plate 9, the stress of the lattice column is uniform, the structure is more stable, and the installation, the installation method and the normal use of the whole structure are completed.
The foregoing illustrates and describes the principles, general features, and advantages of the present invention. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are described in the specification and illustrated only to illustrate the principle of the present invention, but that various changes and modifications may be made therein without departing from the spirit and scope of the present invention, which fall within the scope of the utility model as claimed. The scope of the utility model is defined by the appended claims and equivalents thereof.
Claims (4)
1. The utility model provides a basement is support and stand connection structure for building, includes stand (1), its characterized in that: the utility model discloses a building structure column, including stand (1), lattice column (5), bottom plate (3) are embedded into and are had a plurality of stagnant water boards (4), stagnant water board (4) are provided with lattice column (5) and stand (1) top junction, and all weld on a plurality of lattice column (5) concatenation department inner wall and have second batten (6), and lattice column (5) top of the top is provided with roof (9), transversely run through in roof (9) and be provided with a plurality of main tributary and prop reinforcing bar (13).
2. The support and upright post connecting structure for basement building according to claim 1, wherein: roof (9) internal fixation imbeds there are multiunit supporting beam (7), and in latticed post (5) top of the top stretched into roof (9), multiunit supporting beam (7) run through the top in latticed post (5) embedding roof (9).
3. The support and upright post connecting structure for basement building according to claim 2, wherein: equal fixedly connected with flange board (8) on the outer wall of four sides of lattice column (5), flange board (8) are formed for a plurality of trapezoidal floor of diaphragm bottom welding, and a plurality of flange board (8) tops set up with roof (9) bottom laminating.
4. The support and upright post connecting structure for basement building according to claim 1, wherein: the novel steel plate is characterized in that a local enlarged plate (10) is fixedly poured on one side of the top plate (9), plate supporting steel bars (11) penetrate through the local enlarged plate (10), a first stabilizing steel bar group (12) is embedded into the local enlarged plate (10), the first stabilizing steel bar group (12) is integrally S-shaped, a second stabilizing steel bar group (14) is embedded into the local enlarged plate (10), the second stabilizing steel bar group (14) is integrally U-shaped, two ends of the second stabilizing steel bar group (14) are in a barb shape, and two ends of the second stabilizing steel bar group (14) respectively extend into the top plate (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120012230.5U CN215518856U (en) | 2021-01-05 | 2021-01-05 | Support and stand connection structure for basement building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120012230.5U CN215518856U (en) | 2021-01-05 | 2021-01-05 | Support and stand connection structure for basement building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215518856U true CN215518856U (en) | 2022-01-14 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120012230.5U Active CN215518856U (en) | 2021-01-05 | 2021-01-05 | Support and stand connection structure for basement building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215518856U (en) |
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2021
- 2021-01-05 CN CN202120012230.5U patent/CN215518856U/en active Active
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