CN210459259U - Foundation connection structure - Google Patents
Foundation connection structure Download PDFInfo
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- CN210459259U CN210459259U CN201921128753.5U CN201921128753U CN210459259U CN 210459259 U CN210459259 U CN 210459259U CN 201921128753 U CN201921128753 U CN 201921128753U CN 210459259 U CN210459259 U CN 210459259U
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Abstract
The utility model relates to a foundation connection structure belongs to the technical field of building engineering, and it is including setting up the base in the foundation ditch, is provided with a plurality of bilateral symmetry on the base and is the ground main part that multilayer echelonment distributes, and the mounting groove has been seted up on the top of ground main part, the vertical roof beam post that is provided with in the mounting groove, first draw-in groove has been seted up to the lateral wall of roof beam post, and the vertical stiffening beam that is provided with in the foundation ditch, the second draw-in groove has been seted up to the lateral wall of stiffening beam, and first draw-in groove and second draw-in groove inner level are provided with the spliced. The utility model discloses can improve the stability of beam column, improve the bearing capacity of beam column.
Description
Technical Field
The utility model belongs to the technical field of building engineering's technique and specifically relates to a foundation connection structure is related to.
Background
The foundation refers to a soil body or a rock body which plays a supporting role below a building, does not belong to a building component, but plays a very important role in ensuring the durability of the building. The connection between the foundation and the building will also affect the stability of the building structure.
The existing Chinese patent with reference to publication number CN207392222U discloses a foundation connection structure, which comprises a foundation slab and a foundation main body, wherein the foundation main body is of a multilayer stepped structure with two symmetrical sides, foundation connecting pieces are respectively arranged on the end surfaces of two sides of the foundation main body, fixing bulges are arranged on the end surfaces of two sides of the foundation main body, fixing insertion holes for accommodating the fixing bulges are formed in the side walls of the connecting pieces, and fixing pouring materials are filled in the fixing insertion holes; the top end of the foundation main body is provided with a mounting groove, a first connecting plate, a second connecting plate and a third connecting plate are arranged in the mounting groove, the first connecting plate, the second connecting plate and the third connecting plate form an I-shaped structure, the third connecting plate is embedded into the mounting groove, and a plurality of fixing bolts and a plurality of fixing rings are arranged between the third connecting plate and the foundation main body; the arrangement of a plurality of connecting plates makes the connection between building structure and the ground more stable, improves the security of building.
The above prior art solutions have the following drawbacks: the beam column is usually required to be installed in the installation groove to play a role in supporting a building, and the stability of the beam column is not strong and the bearing capacity is limited due to the fact that mutually independent structures are arranged between a plurality of foundation main bodies.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a foundation connection structure improves the stability of beam column, improves the bearing capacity of beam column.
The above object of the present invention can be achieved by the following technical solutions:
the utility model provides a foundation connection structure, is including setting up the base in the foundation ditch, is provided with a plurality of bilateral symmetry on the base and is the foundation main part that multilayer echelonment distributes, and the mounting groove has been seted up on the top of foundation main part, the vertical beam column that is provided with in the mounting groove, first draw-in groove has been seted up to the lateral wall of beam column, and the vertical stiffening beam that is provided with in the foundation ditch, the second draw-in groove has been seted up to the lateral wall of stiffening beam, and the level is provided with the spliced pole in first draw-in groove and the second draw-in groove, is provided with the reinforcement subassembly between spliced pole and the stiffening beam, and the.
Through adopting above-mentioned technical scheme, the mounting groove has been seted up on the top of foundation main part, is provided with the beam column in the mounting groove, and the base still is provided with a plurality of stiffening beams, and the level is provided with the spliced pole between beam column and stiffening beam to be provided with the reinforcement subassembly between spliced pole and stiffening beam, thereby strengthen being connected between spliced pole and the stiffening beam, and then strengthen the supporting role to the beam column, improve the stability of beam column, thereby improve the bearing capacity of beam column.
The utility model discloses further set up to: the reinforcing component comprises a reinforcing plate sleeved on the outer wall of the connecting column, the outer wall of the reinforcing plate is provided with a plurality of reinforcing bolts, the reinforcing bolts penetrate through the reinforcing plate and are in threaded connection with the reinforcing beam, the bottom end of the reinforcing plate is provided with a supporting plate, and the supporting plate is fixed on the base.
By adopting the technical scheme, when the two ends of the connecting column are respectively clamped and embedded between the beam column and the stiffening beam, one side of the stiffening plate close to the stiffening beam is attached to the side wall of the stiffening beam, and at the moment, the stiffening bolt is screwed down, so that the end part of the stiffening bolt penetrates through the stiffening plate and is in threaded connection with the stiffening beam, and the connecting column can be firmly fixed on the side wall of the stiffening beam; the reinforcing plate and the reinforcing bolt are simple in structure and remote and convenient to realize.
The utility model discloses further set up to: the outer wall of stiffening beam is located to the backup pad cover, is provided with the strengthening rib between backup pad and the base, and the one end and the lateral wall of backup pad of strengthening rib are connected, and the other end is connected with the base.
By adopting the technical scheme, the arrangement of the reinforcing ribs can reduce the possibility of shaking between the supporting plate and the reinforcing beam and improve the connection stability between the supporting plate and the reinforcing beam; and secondly, partial bearing capacity of the reinforcing beam and the supporting plate can be dispersed, the supporting effect on the reinforcing plate is enhanced, and the reinforcing effect on the connecting column is further enhanced.
The utility model discloses further set up to: the edge of base main part is provided with a plurality of reinforcing bars, and the bottom of reinforcing bar extends to ground depths.
Through adopting above-mentioned technical scheme, the reinforcing bar can play spacing effect, reduces the possibility that the base main part removed along the horizontal direction, and the bottom of reinforcing bar extends to ground depths, can strengthen the steadiness of reinforcing bar, improves the limiting displacement to the base main part.
The utility model discloses further set up to: the outer wall of the reinforcing beam is coated with anticorrosive paint.
By adopting the technical scheme, the possibility that the reinforcing beam and the connecting column are corroded can be reduced by the arrangement of the anti-corrosion paint, the integrity of the surface of the connecting column and the surface of the reinforcing beam is protected conveniently, so that the supporting effect of the reinforcing beam is ensured, and the possibility that the supporting strength is reduced due to corrosion is reduced.
The utility model discloses further set up to: the anticorrosive paint is made of epoxy resin.
By adopting the technical scheme, the anticorrosive paint made of the epoxy resin has good adhesive force and chemical corrosion resistance, and can effectively reduce the possibility of corrosion when being coated on the outer walls of the reinforcing beam and the connecting column, thereby achieving good anticorrosive effect.
The utility model discloses further set up to: the reinforcing member comprises an inclined beam, one end of the inclined beam, which is close to the supporting beam, inclines towards the direction far away from the deep part of the ground, and two ends of the inclined beam are respectively and fixedly connected with the supporting beam and the reinforcing beam.
Through adopting above-mentioned technical scheme, the setting up of sloping beam can be connected a plurality of stiffening beams and a supporting beam as an organic whole, and the sloping beam is close to the one end of a supporting beam and to keeping away from the direction slope of ground depths, can strengthen supporting beam's bearing capacity to ensure the steadiness of ground.
The utility model discloses further set up to: the inclined beam is of an arc-shaped structure protruding upwards.
Through adopting above-mentioned technical scheme, the bearing capacity of camber beam can be strengthened to the arc structure, improves foundation structure's steadiness, improves the convenience of using the camber beam.
To sum up, the utility model discloses a beneficial technological effect does:
1. the reinforcing assembly can reinforce the connection between the connecting column and the reinforcing beam, so that the supporting effect on the beam column is enhanced, the stability of the beam column is improved, and the bearing capacity of the beam column is improved;
2. the arrangement of the steel bars can play a role in limiting, and the possibility that the base main body moves along the horizontal direction is reduced;
3. the setting of sloping beam can be connected a plurality of stiffening beams and a supporting beam as an organic whole, and the sloping beam is close to the one end of a supporting beam and inclines to the direction of keeping away from ground depths, can strengthen a supporting beam's bearing capacity to ensure the steadiness of ground.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention;
fig. 2 is a plan view of the foundation pit of the present invention;
FIG. 3 is a schematic cross-sectional view of the foundation main body and the reinforcing beam according to the present invention;
fig. 4 is a partially enlarged schematic view of a portion a in fig. 3.
In the figure, 1, a foundation pit; 11. a base; 12. a foundation main body; 121. mounting grooves; 13. reinforcing steel bars; 2. a beam column; 21. a first card slot; 3. a reinforcing beam; 31. a second card slot; 311. connecting columns; 3111. anticorrosive paint; 4. a reinforcement assembly; 41. a reinforcing plate; 411. a reinforcing bolt; 42. a support plate; 421. reinforcing ribs; 5. a support beam; 51. the beam is tilted.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1, for the utility model discloses a foundation connection structure, including setting up four foundation main parts 12 in foundation ditch 1, the top of foundation main part 12 is provided with beam column 2, is provided with stiffening beam 3 in the foundation ditch 1, is provided with spliced pole 311 between stiffening beam 3 and the beam column 2, is provided with the reinforcement subassembly between spliced pole 311 and the stiffening beam 3, and the center department of foundation ditch 1 is provided with a supporting beam 5.
With reference to fig. 1 and 2, a base 11 is poured on the inner wall of the bottom end of the foundation pit 1, and four foundation bodies 12 are arranged on the base 11. Four ground main parts 12 are located the four corners department of foundation ditch 1 respectively, and the bilateral symmetry of ground main part 12, and both sides are multilayer echelonment and distribute, bottom and base 11 fixed connection.
Referring to fig. 3, a reinforcement 13 is provided at the edge of the foundation main body 12, and the bottom end of the reinforcement 13 extends deep into the ground. Reinforcing bar 13 can play spacing effect, reduces the possibility that the base main part removed along the horizontal direction, strengthens reinforcing bar 13's steadiness.
Referring to fig. 3, the top end of the foundation main body 12 is provided with a mounting groove 121 vertically, a beam column 2 is vertically arranged in the mounting groove 121, the bottom end of the beam column 2 is embedded in the mounting groove 121, and the bottom end is fixedly connected with the foundation main body 12. The side wall of the beam column 2 is horizontally provided with a first clamping groove 21.
A reinforcing beam 3 is vertically arranged between every two adjacent foundation main bodies 12, and the bottom end of the reinforcing beam 3 is fixedly connected with the base 11. Referring to fig. 4, a second engaging groove 31 is formed on the side wall of the reinforcement beam 3 near the foundation main body 12, and a connecting column 311 is horizontally disposed between the first engaging groove 21 and the second engaging groove 31.
The two ends of the connecting column 311 are respectively embedded in the first card slot 21 and the second card slot 31 and fixedly connected with the corresponding card slots. The outer wall of the reinforcing beam 311 is coated with an anticorrosive paint 3111, and the anticorrosive paint 3111 is an epoxy resin anticorrosive paint 3111. The arrangement of the anticorrosive paint 3111 can reduce the possibility of corrosion of the reinforcement beam 3 and the connection column 311, facilitate the protection of the integrity of the connection column 311 and the surface of the reinforcement beam 3,
referring to fig. 4, a reinforcement assembly 4 is disposed between the connection column 311 and the reinforcement beam 3. The reinforcement assembly 4 includes a reinforcement plate 41 and a support plate 42. The reinforcing plate 41 is sleeved on the outer wall of the connecting column 311 and fixedly connected with the connecting column 311, and one side close to the reinforcing beam 3 is attached to the side wall of the reinforcing beam 3.
The outer wall of the reinforcing plate 41 is provided with a plurality of reinforcing bolts 411, and one end of each reinforcing bolt 411 passes through the reinforcing plate 41 and is screwed with the side wall of the reinforcing beam 3. The supporting plate 42 is vertically disposed, and both ends of the supporting plate are respectively fixedly connected with the reinforcing plate 41 and the base 11.
Referring to fig. 3, a reinforcing rib 421 is disposed between the supporting plate 42 and the base 11, one end of the reinforcing rib 421 close to the supporting plate 42 inclines towards a direction far away from the ground depth, one end of the reinforcing rib 421 is fixedly connected with the side wall of the supporting plate 42, and the other end is fixedly connected with the base 11.
The arrangement of the reinforcing ribs 421 can reduce the possibility of shaking between the support plate 42 and the reinforcing beam 3, and improve the stability of connection between the support plate 42 and the reinforcing beam 3; secondly, partial bearing capacity of the reinforcing beam 3 and the supporting plate 42 can be dispersed, the supporting effect on the reinforcing plate 41 is enhanced, and the reinforcing effect on the connecting column 311 is further enhanced.
Referring back to fig. 1, a supporting beam 5 is vertically arranged at the center of the foundation pit 1, and the bottom end of the supporting beam 5 is fixedly connected with a base 11. An inclined beam 51 is arranged between the supporting beam 5 and the reinforcing beam 3, one end of the inclined beam 51 close to the supporting beam 5 inclines towards the direction far away from the deep part of the ground, the inclined beam 51 is in an upward-convex arc shape, and the two ends of the arc shape are respectively fixedly connected with the side walls of the reinforcing beam 3 and the supporting beam 5.
The implementation principle of the embodiment is as follows: the beam column 2 can be installed in the foundation pit 1 through the foundation main bodies 12, the reinforcing beam 3 and the connecting column 311 are arranged between every two foundation main bodies 12, and the reinforcing component 4 is arranged between the connecting column 311 and the reinforcing beam 3, so that the connection between the connecting column 311 and the reinforcing beam 3 is reinforced, the supporting effect on the beam column 2 is further enhanced, and the stability and the bearing capacity of the beam column 2 are improved; secondly, a supporting beam 5 is arranged at the center of the foundation pit 1, and an inclined beam 51 is arranged between the supporting beam 5 and the reinforcing beam 3 so as to improve the bearing capacity of the structure and further improve the bearing capacity of the beam column 2.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. The utility model provides a foundation connection structure, is provided with a plurality of bilateral symmetry and is ground main part (12) that multilayer echelonment distributes including setting up base (11) in foundation ditch (1) on base (11), and mounting groove (121) have been seted up on the top of ground main part (12), and the vertical beam column (2) that are provided with in mounting groove (121), its characterized in that: the side wall of the beam column (2) is provided with a first clamping groove (21), a plurality of reinforcing beams (3) are vertically arranged in the foundation pit (1), a second clamping groove (31) is arranged on the side wall of the reinforcing beam (3), connecting columns (311) are horizontally arranged in the first clamping groove (21) and the second clamping groove (31), reinforcing assemblies (4) are arranged between the connecting columns (311) and the reinforcing beams (3), a supporting beam (5) is vertically arranged at the center of the reinforcing beams (3), and reinforcing members are arranged between the supporting beam (5) and the reinforcing beams (3).
2. A ground connection structure according to claim 1, wherein: the reinforcing component (4) comprises a reinforcing plate (41) sleeved on the outer wall of the connecting column (311), a plurality of reinforcing bolts (411) are arranged on the outer wall of the reinforcing plate (41), the reinforcing bolts (411) penetrate through the reinforcing plate (41) and are in threaded connection with the reinforcing beam (3), a supporting plate (42) is arranged at the bottom end of the reinforcing plate (41), and the supporting plate (42) is fixed on the base (11).
3. A ground connection structure according to claim 2, wherein: the outer wall of the reinforcing beam (3) is sleeved with the supporting plate (42), a reinforcing rib (421) is arranged between the supporting plate (42) and the base (11), one end of the reinforcing rib (421) is connected with the side wall of the supporting plate (42), and the other end of the reinforcing rib is connected with the base (11).
4. A ground connection structure according to claim 1, wherein: the edge of ground main part (12) is provided with a plurality of reinforcing bars (13), and the bottom of reinforcing bar (13) extends to ground depths.
5. A ground connection structure according to claim 1, wherein: the outer wall of the reinforcing beam (3) is coated with anticorrosive paint (3111).
6. A ground connection structure according to claim 5, characterized in that: the anticorrosive paint (3111) is an epoxy resin anticorrosive paint (3111).
7. A ground connection structure according to claim 1, wherein: the reinforcing member comprises an inclined beam (51), one end, close to the supporting beam (5), of the inclined beam (51) inclines towards the direction far away from the deep part of the ground, and two ends of the inclined beam (51) are fixedly connected with the supporting beam and the reinforcing beam (3) respectively.
8. A ground connection structure according to claim 7, wherein: the inclined beam (51) is of an arc-shaped structure protruding upwards.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921128753.5U CN210459259U (en) | 2019-07-18 | 2019-07-18 | Foundation connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921128753.5U CN210459259U (en) | 2019-07-18 | 2019-07-18 | Foundation connection structure |
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| Publication Number | Publication Date |
|---|---|
| CN210459259U true CN210459259U (en) | 2020-05-05 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201921128753.5U Active CN210459259U (en) | 2019-07-18 | 2019-07-18 | Foundation connection structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112267487A (en) * | 2020-09-10 | 2021-01-26 | 湖北省地质勘察基础工程有限公司 | High-strength building foundation |
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2019
- 2019-07-18 CN CN201921128753.5U patent/CN210459259U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112267487A (en) * | 2020-09-10 | 2021-01-26 | 湖北省地质勘察基础工程有限公司 | High-strength building foundation |
| CN112267487B (en) * | 2020-09-10 | 2022-05-31 | 湖北省地质勘察基础工程有限公司 | High-strength building foundation |
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