CN215053103U - Steel pipe pile and section steel beam combined assembly supporting component - Google Patents
Steel pipe pile and section steel beam combined assembly supporting component Download PDFInfo
- Publication number
- CN215053103U CN215053103U CN202121023784.1U CN202121023784U CN215053103U CN 215053103 U CN215053103 U CN 215053103U CN 202121023784 U CN202121023784 U CN 202121023784U CN 215053103 U CN215053103 U CN 215053103U
- Authority
- CN
- China
- Prior art keywords
- steel
- pipe pile
- steel pipe
- pile
- fixedly connected
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a steel-pipe pile and shaped steel roof beam combination supporting members, include: a plurality of steel pipe piles, I-shaped steel, channel steel and hanging plates. The I-steel is transversely fixedly connected with the tops of the steel pipe piles. The channel steel is transversely fixedly connected with one side of the steel pipe piles. And the hanging plate is fixedly connected with the other side of one steel pipe pile in the plurality of steel pipe piles. Wherein, evenly seted up a plurality of stake holes on the I-steel, and a plurality of stake holes respectively with the corresponding setting in top of many steel-pipe piles. A plurality of anchor cable holes are uniformly formed in the channel steel and used for mounting the prestressed anchor cables. Therefore, the utility model discloses a steel-pipe pile and shaped steel roof beam combination supporting member, simple structure is reasonable, has improved recycle rate and rigid rigidity.
Description
Technical Field
The utility model relates to a building structure technical field especially relates to a steel-pipe pile and shaped steel roof beam combination supporting component.
Background
As a novel efficient combined member, the steel tube concrete column is more and more widely applied to actual engineering because the steel tube concrete column can fully exert the material properties of steel and concrete. However, the concrete pile is punched on the tubular pile, so that the compressive strength of the tubular pile and the stability of a system are reduced, in addition, the brittleness and the toughness of the concrete are poorer, the working reliability is lower, although the elastic property of the concrete is changed in the using stage of the steel tube concrete pile, the possibility of brittle failure is reduced, and the advantage of steel is still limited to a certain degree.
The information disclosed in this background section is only for enhancement of understanding of the general background of the invention and should not be taken as an acknowledgement or any form of suggestion that this information constitutes prior art already known to a person skilled in the art.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a steel-pipe pile and shaped steel roof beam built-up fitting support member, its simple structure is reasonable, has improved recycle rate and rigid rigidity.
In order to achieve the above object, the utility model provides a steel-pipe pile and shaped steel roof beam combination supporting component, include: a plurality of steel pipe piles, I-shaped steel, channel steel and hanging plates. The I-steel is transversely fixedly connected with the tops of the steel pipe piles. The channel steel is transversely fixedly connected with one side of the steel pipe piles. And the hanging plate is fixedly connected with the other side of one steel pipe pile in the plurality of steel pipe piles. Wherein, evenly seted up a plurality of stake holes on the I-steel, and a plurality of stake holes respectively with the corresponding setting in top of many steel-pipe piles. A plurality of anchor cable holes are uniformly formed in the channel steel and used for mounting the prestressed anchor cables.
In one or more embodiments, the diameter of the pile bore is larger than the nominal diameter of the steel pipe pile.
In one or more embodiments, the channel steel and the plurality of steel pipe piles are fixedly connected by welding.
In one or more embodiments, a plurality of anchor cable holes are each provided with a spacer.
In one or more embodiments, the hanging plate is fixedly connected to the other side of the steel pipe pile by a U-shaped bolt.
In one or more embodiments, the cladding panels are made of steel.
In one or more embodiments, the inner and outer sides of the U-bolt are coated with a layer of anti-corrosive paint.
Compared with the prior art, according to the utility model discloses a steel-pipe pile and shaped steel roof beam combination support member, simple structure is reasonable, can not only improve recycle to solved the rigorous and compact problem of reinforced concrete inner structure, improved rigid rigidity problem moreover.
Drawings
Fig. 1 is a schematic perspective view of a supporting member assembled by combining a steel pipe pile and a steel beam according to an embodiment of the present invention.
Fig. 2 is a front view structure diagram of an i-steel of the support member assembled by the steel pipe pile and the steel beam according to an embodiment of the present invention.
Fig. 3 is a schematic perspective cross-sectional structure view of an i-steel of a support member assembled by a steel pipe pile and a profile steel beam according to an embodiment of the present invention.
Fig. 4 is a schematic perspective view of a channel steel of a support member assembled by combining a steel pipe pile and a steel beam according to an embodiment of the present invention.
Fig. 5 is a schematic sectional view of a channel steel of a support member assembled by combining a steel pipe pile and a steel beam according to an embodiment of the present invention.
Fig. 6 is a schematic perspective view of a hanging plate of a support member assembled by combining a steel pipe pile and a steel beam according to an embodiment of the present invention.
Fig. 7 is an enlarged schematic view of a partial structure of a support member assembled by combining a steel pipe pile and a steel beam according to an embodiment of the present invention.
Description of the main reference numerals:
the method comprises the following steps of 1-pile hole, 2-I-steel, 3-steel pipe pile, 4-channel steel, 5-base plate, 6-hanging plate, 7-U-shaped bolt, 8-bolt hole, 9-nut, 10-anchor cable hole and 11-cushion block.
Detailed Description
The following detailed description of the present invention is provided in conjunction with the accompanying drawings, but it should be understood that the scope of the present invention is not limited by the following detailed description.
Throughout the specification and claims, unless explicitly stated otherwise, the word "comprise", or variations such as "comprises" or "comprising", will be understood to imply the inclusion of a stated element or component but not the exclusion of any other element or component.
Fig. 1 is a schematic perspective view of a supporting member assembled by combining a steel pipe pile and a steel beam according to an embodiment of the present invention. Fig. 2 is a front view structural schematic diagram of an i-steel 2 of a steel pipe pile and profile steel beam combined supporting member according to an embodiment of the present invention. Fig. 3 is a schematic perspective view of a channel steel of a support member assembled by combining a steel pipe pile and a steel beam according to an embodiment of the present invention. Fig. 4 is a schematic sectional view of a channel steel of a support member assembled by combining a steel pipe pile and a steel beam according to an embodiment of the present invention. Fig. 5 is a schematic perspective view of a hanging plate 6 of a support member assembled by combining a steel pipe pile and a steel beam according to an embodiment of the present invention. Fig. 6 is an enlarged schematic view of a partial structure of a support member assembled by combining a steel pipe pile and a steel beam according to an embodiment of the present invention.
As shown in fig. 1 to 6, the support member for assembling a steel pipe pile and a steel beam according to an embodiment of the present invention includes: a plurality of steel pipe piles 3, I-shaped steel 2, channel steel 4 and hanging plates 6. The I-shaped steel 2 is transversely fixedly connected with the tops of the plurality of steel pipe piles 3. The channel steel 4 is transversely fixedly connected with one side of the steel pipe piles 3. And the hanging plate 6 is fixedly connected with the other side of one steel pipe pile 3 in the plurality of steel pipe piles 3. Wherein, evenly seted up a plurality of stake holes 1 on the I-steel 2, and a plurality of stake holes 1 respectively with the corresponding setting in top of many steel-pipe piles 3. Wherein, a plurality of anchor cable holes 10 are evenly arranged on the channel steel 4, and the anchor cable holes 10 are used for mounting the prestressed anchor cable.
In one or more embodiments, the diameter of the pile bore 1 is larger than the nominal diameter of the steel pipe pile 3. And the channel steel 4 is transversely fixed on the steel pipe pile 3 at the position 1/3 of the excavation depth of the foundation pit.
In one or more embodiments, the channel 4 and the plurality of steel-pipe piles 3 are fixedly connected by welding. The anchor cable holes 10 are all provided with cushion blocks 11.
In one or more embodiments, the hanging plate 6 is fixedly connected to the other side of the steel pipe pile 3 by a U-shaped bolt 7. The hanging plate 6 is made of steel. The inner side and the outer side of the U-shaped bolt 7 are both plated with a layer of anticorrosive paint.
In practical application, the utility model discloses a steel-pipe pile and shaped steel roof beam combination supporting members, include: the steel pipe pile comprises a steel pipe pile 3, a supporting body, a steel waist beam, a prestressed anchor cable and a surface layer. The steel-pipe pile 3 adopts high strength steel material, at its top installation supporting body, supporting body is by I-steel 2 toe welding to directly equidistant a plurality of stake holes 1 of having seted up on I-steel 2, and the hole axle adopts clearance fit, so that later stage steel-pipe pile 3 runs through stake hole 1. The steel waist roof beam is fixed on the steel-pipe pile 3 of 1/3 positions of foundation ditch excavation degree of depth, and the steel waist roof beam adopts channel-section steel 4 to be connected with steel-pipe pile 3 through the mode of back spot welding, and channel-section steel 4 openly reserves a plurality of anchor rope holes 10, carries out the installation of prestressed anchorage cable. The prestressed anchor cable is formed by adopting a reliable process, pure cement slurry is filled in the hole, the anchor rod can be tensioned and locked after the strength of the anchor cable consolidation body reaches 15MPa or 80% of the design strength, and the prestressed anchor cable is tensioned through the anchor cable hole 10 and the channel steel 4 by utilizing the cushion block 11. The surface course adopts the link plate 6 of the external steel material of tubular pile, has seted up a plurality of bolt holes 8 on the link plate 6, uses nut 9 cooperation U type bolt 7 to connect link plate 6 in fixed connection on steel-pipe pile 3 to increase its steadiness through using backing plate 5, and plate one deck anticorrosive paint in U type bolt 7 inside and outside. In addition, dry mixing materials are filled between the hanging plate 6 and the pile soil, so that the problem that the stability of the side slope soil body is influenced due to the fact that the hanging plate 6 and the pile soil are not solid is avoided. The pile hole 1 and the steel pipe pile 3 are in clearance fit, and the side face of the I-shaped steel 2 is connected by steel plate welding. The hanging plate 6 and the steel pipe pile 3 are fixedly connected with the U-shaped bolt 7 through the base plate 5 and the nut 9, the steel pipe pile 3 is located at the inner side position of the U-shaped bolt 7, the hanging plate 6 and the channel steel 4 are respectively located on two sides of the steel pipe pile 3, and the channel steel 4 is located on the inner side.
In a word, the utility model discloses a steel-pipe pile and shaped steel roof beam combination supporting component has following beneficial effect:
1. concrete pouring, strength recovery and form removal processes are not needed, so that the construction steps are greatly reduced, the construction process is optimized, and the construction period is shortened;
2. the structure is simple and reasonable, rivet anchoring and a large amount of welding are not needed, a large number of parts are produced in large scale in an industrialized mode, field installation can be directly carried out, and design construction cost and labor cost are reduced;
3. the steel plate is adopted to weld the side connection of the I-shaped steel and the side connection of the channel steel, so that the bending rigidity of the support body and the transverse waist beam can be improved, and the overall strength of the support form is effectively improved;
4. according to the construction condition and the environmental condition, the recycling rate of the steel hanging plate 6 is higher than that of the precast concrete hanging plate.
The foregoing descriptions of specific exemplary embodiments of the present invention have been presented for purposes of illustration and description. It is not intended to limit the invention to the precise form disclosed, and obviously many modifications and variations are possible in light of the above teaching. The exemplary embodiments were chosen and described in order to explain certain principles of the invention and its practical application to enable one skilled in the art to make and use various exemplary embodiments of the invention and various alternatives and modifications as are suited to the particular use contemplated. It is intended that the scope of the invention be defined by the claims and their equivalents.
Claims (7)
1. The utility model provides a steel-pipe pile and shaped steel roof beam combination Assembly supporting member which characterized in that includes:
a plurality of steel pipe piles;
the I-shaped steel is transversely and fixedly connected with the tops of the plurality of steel pipe piles;
the channel steel is transversely and fixedly connected with one side of the steel pipe piles; and
the hanging plate is fixedly connected with the other side of one steel pipe pile in the plurality of steel pipe piles;
a plurality of pile holes are uniformly formed in the I-shaped steel and correspond to the tops of the steel pipe piles respectively;
the channel steel is uniformly provided with a plurality of anchor cable holes, and the anchor cable holes are used for mounting the prestressed anchor cables.
2. The steel pipe pile and steel beam combined assembled supporting member according to claim 1, wherein the diameter of the pile hole is larger than the nominal diameter of the steel pipe pile.
3. The steel-pipe pile and steel-beam combined assembled supporting member according to claim 1, wherein the channel steel and the plurality of steel-pipe piles are fixedly connected by welding.
4. The steel pipe pile and steel beam combined assembly supporting member as claimed in claim 1, wherein a pad block is provided on each of the plurality of anchor cable holes.
5. The steel pipe pile and steel beam combined assembly supporting member as claimed in claim 1, wherein the hanging plate is fixedly connected to the other side of the one steel pipe pile by a U-shaped bolt.
6. The steel pipe pile and steel beam combined assembly supporting member according to claim 1, wherein the hanging plate is made of steel.
7. The steel pipe pile and steel beam combined assembled supporting member as claimed in claim 5, wherein the inner and outer sides of the U-shaped bolt are coated with a layer of anti-corrosive paint.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121023784.1U CN215053103U (en) | 2021-05-13 | 2021-05-13 | Steel pipe pile and section steel beam combined assembly supporting component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121023784.1U CN215053103U (en) | 2021-05-13 | 2021-05-13 | Steel pipe pile and section steel beam combined assembly supporting component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215053103U true CN215053103U (en) | 2021-12-07 |
Family
ID=79217065
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121023784.1U Active CN215053103U (en) | 2021-05-13 | 2021-05-13 | Steel pipe pile and section steel beam combined assembly supporting component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215053103U (en) |
-
2021
- 2021-05-13 CN CN202121023784.1U patent/CN215053103U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105649202B (en) | Prestressing force assembling frame node structure and its construction method | |
| CN108374431B (en) | Novel semi-fabricated anti-seismic energy dissipation retaining wall and construction method thereof | |
| CN107246109B (en) | The frame and its construction method that real compound concrete filled steel tube coupled column combination beam is constituted | |
| CN210262715U (en) | Bridge engineering is with prefabricated assembled anticollision barrier | |
| CN215053103U (en) | Steel pipe pile and section steel beam combined assembly supporting component | |
| CN113699884A (en) | Rectangular concrete-filled steel tube cable tower adopting prefabricated web plates | |
| CN112411579B (en) | Assembly type anchor rod frame beam structure containing EPS elastic cushion layer and suitable for expansive soil slope | |
| CN219731647U (en) | Detachable concrete guardrail structure with buffer function | |
| CN113789811B (en) | Temporary fastening connection system for prefabricated large components | |
| CN103938732A (en) | Combination joint of prefabricated concrete beam and rectangular concrete filled steel tubular column connected through pre-stressed steel bars and common steel bars | |
| CN112878184A (en) | Pier stud prefabricated bridge | |
| CN203113908U (en) | Full assembly structure with enclosing wall and advertising board integrated | |
| CN220550677U (en) | Profile steel concrete composite structure | |
| CN220927926U (en) | Assembled spiral anchor foundation | |
| CN219992255U (en) | Assembled steel ripple arch culvert suitable for under extremely heavy load traffic | |
| CN212316707U (en) | Local reinforcement structure in box capital portion | |
| CN220013432U (en) | Steel structure anchoring block for external prestress reinforcement | |
| CN219431172U (en) | Adopt corner to prop reinforcing H shaped steel purlin roof | |
| CN217758844U (en) | Deep foundation pit prestressed concrete hollow waist rail | |
| CN210151960U (en) | Special-shaped steel pipe concrete column and steel beam connecting joint with constraint pull rod | |
| CN219604637U (en) | Cavity floor system for steel bar truss superimposed sheet | |
| CN219220444U (en) | Horseshoe-shaped tunnel arch frame supporting structure | |
| CN220747220U (en) | Connecting node of prefabricated steel pipe concrete column and shaped steel beam | |
| CN215887934U (en) | Diagonal bracing prestress finish rolling deformed steel bar mud jacking device between cable-stayed bridge towers | |
| CN217870589U (en) | Foundation structure for narrow-base steel pipe tower |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |