CN217419573U - High-stability building foundation support - Google Patents
High-stability building foundation support Download PDFInfo
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- CN217419573U CN217419573U CN202221155778.6U CN202221155778U CN217419573U CN 217419573 U CN217419573 U CN 217419573U CN 202221155778 U CN202221155778 U CN 202221155778U CN 217419573 U CN217419573 U CN 217419573U
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- actuating lever
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Abstract
The utility model discloses a high steady building body foundation support relates to building technical field, aims at solving traditionally the less not good problem that leads to overall stability of base member and surrounding environment area of contact. The key points of the technical scheme are as follows: including reinforcing bar support body and the concrete cladding in the reinforcing bar support body outside, the inboard of reinforcing bar support body is equipped with the top and buries underground the intraformational reinforcement portion of concrete cladding, and the bottom of the portion of consolidating is along vertical wearing out the reinforcing bar support body and burying underground in concrete cladding bottom soil, has filled the concrete in the portion of consolidating. The utility model discloses a setting up of structure can reduce the ground body and bury the volume of ground below, and then can save the quantity of concrete, can also ensure that the structure wholly has stable structural stability when reducing the whole dead weight of ground, lower carbon environmental protection more.
Description
Technical Field
The utility model relates to a building technical field, more specifically say, it relates to a high steady building body foundation support.
Background
The foundation support of the building body is also called a foundation and is usually buried in a foundation pit to support an upper building.
The existing foundation usually digs out the foundation ditch on the ground, then puts into the foundation ditch with the steel framework of foundation, erect the template and pour into the concrete in steel framework's the outside, just realized the preparation of foundation after the concrete solidifies, this kind of foundation and surrounding environment's area of contact is only the area of contact of foundation and foundation ditch, make the foundation not good with the help of the effect of surrounding environment reinforcement self, and then make the foundation whole support and the reinforced effect just exist the place that can optimize, therefore it is necessary to set up a structure for strengthening the structure of foundation overall stability.
Therefore, a new solution is needed to solve this problem.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art exists, the utility model aims to provide a high steady building body basis supports reaches the purpose that improves foundation body overall structure stability through setting up of structure.
The above technical purpose of the present invention can be achieved by the following technical solutions: this high steady building body foundation support, including reinforcing bar support body and the concrete cladding in the reinforcing bar support body outside, the inboard of reinforcing bar support body is equipped with the top and buries underground the intraformational reinforcement portion of concrete cladding, the bottom of reinforcement portion is along vertical wearing out the reinforcing bar support body and burying underground in concrete cladding bottom soil, it has the concrete to pour into in the reinforcement portion.
Through adopting above-mentioned technical scheme, the foundation structure of ground has been constituted through the combined action of steel reinforcement support body and concrete cladding, can increase the whole area of contact with the soil junction of ground under the effect of reinforcement portion, make the holistic structural strength of ground better, simultaneously with the top of reinforcement portion set up to wear to the inboard of steel reinforcement support body and bury underground the intraformational structure of concrete cladding, this setting can increase the foundation structure of ground and the area of contact of reinforcement portion junction on the one hand, on the other hand utilizes the structural strength after the concrete solidifies to ensure the stability of relative position between reinforcement portion and the steel reinforcement support body, ensure the stability of the whole reinforcement function of reinforcement portion, the structural strength after utilizing the concrete to solidify simultaneously comes the whole structural strength of further reinforcement portion.
The utility model discloses further set up to: the reinforcing portion includes the stay tube and alternates the actuating lever in the stay tube, articulated in the stay tube have the symmetry set up and with the mutual articulated a plurality of reinforcements of stay tube, it is a plurality of the reinforcement can rotate to wearing out the stay tube around its pin joint with the stay tube, it is a plurality of the reinforcement penetrates the stay tube along with the actuating lever and wears out the stay tube in proper order.
Through adopting above-mentioned technical scheme, the stay tube that sets up realizes the stable support to actuating lever and reinforcement, penetrates the reinforcement and can promote the reinforcement to wear out from the inboard of stay tube after in the stay tube, and then increases the whole area of contact with external environment department of reinforcement for the joint strength of reinforcement portion and surrounding environment is better.
The utility model discloses further set up to: the horizontal cross-sectional shape of actuating lever is circular, the bottom of actuating lever sets up to most advanced, the inside cavity of actuating lever and its length direction's both ends all link up.
Through adopting above-mentioned technical scheme, set up the actuating lever into the structure that inside cavity and both ends all run through for the user can utilize the actuating lever to carry out the supplementary and guide effect of concrete pouring process, makes the concrete can enter into the reinforcing part better in the realization to the reinforcing part overall structure intensity's reinforcing.
The utility model discloses further set up to: two that the symmetry set up the equal fixedly connected with arc pole of one end that the reinforcement is close to each other, adjacent two when the actuating lever crosses the arc pole all laminates with the lateral wall of actuating lever.
Through adopting above-mentioned technical scheme, can promote the arc pole downstream when the actuating lever penetrates in the supporting tube, the in-process of arc pole lapse can be close to gradually and offset with the lateral wall of actuating lever, ensures the arc pole under the spacing effect of actuating lever and keeps the state that the level was placed, and then ensures that the reinforcement can stabilize wearing out in the self-supporting tube.
The utility model discloses further set up to: the supporting pipe is located on the inner side of the supporting pipe, the reinforcing part is fixedly connected with an elastic part fixedly connected with the supporting pipe, and the elastic part is used for pulling the bottom end of the reinforcing part to be stored on the inner side of the supporting pipe.
Through adopting above-mentioned technical scheme, the taut reinforcement of elasticity that produces through elastic deformation's elastic component for the reinforcement maintains the bottom and accomodates in the stay tube, penetrates the stay tube through the actuating lever and drives the reinforcement after in the stay tube, makes in the reinforcement can stably penetrate the soil around, and then adds the holistic reinforcement stability of strong portion.
The utility model discloses further set up to: offer on the pipe wall of stay tube and supply a plurality of grooves of wearing out that the reinforcement penetrated and be used for a plurality of discharge gates that the concrete flows out.
Through adopting above-mentioned technical scheme, the reinforcement is worn out and then can increase the whole area of contact with the soil junction of reinforcement portion in wearing out the groove from the supporting tube through seting up, and the concrete pours into and wears out in the supporting tube through the discharge gate of seting up after intraductal, and then can utilize the structural strength of concrete to strengthen the holistic structural strength of reinforcement portion.
The utility model discloses further set up to: and a plurality of discharge chutes are formed in the driving rod between two vertically adjacent reinforcing members.
Through adopting above-mentioned technical scheme, make the concrete flow through the inside cavity downstream of actuating lever simultaneously through handling the groove outflow through setting up the blown down tank, reduce the reinforcement to the influence of concrete pouring process, and then effectively improve the holistic structural strength of reinforced portion and consolidate the effect.
To sum up, the utility model discloses following beneficial effect has:
the combined action through steel reinforcement support body and concrete cladding has constituted the foundation structure of ground, can increase the whole area of contact with the soil junction of ground under the effect of reinforcement portion, make the holistic structural strength of ground better, simultaneously with the top of reinforcement portion set up to wear to the inboard of steel reinforcement support body and bury underground the intraformational structure of concrete cladding, this set up the area of contact that can increase the foundation structure and the reinforcement portion junction of ground on the one hand, on the other hand utilizes the structural strength after the concrete solidifies to ensure the stability of relative position between reinforcement portion and the steel reinforcement support body, ensure the stability of the whole reinforcement function of reinforcement portion, the structural strength after utilizing the concrete to solidify simultaneously comes further to strengthen the holistic structural strength of reinforcement portion.
Drawings
Fig. 1 is a cross-sectional view of the present invention;
FIG. 2 is an enlarged view of FIG. 1 at A;
FIG. 3 is a cross-sectional view of the reinforcement part of the present invention;
fig. 4 is an enlarged view at B in fig. 3.
In the figure: 1. a steel bar frame body; 2. a concrete cladding layer; 3. supporting a tube; 4. a drive rod; 5. a reinforcement; 6. an arcuate bar; 7. an elastic member; 8. penetrating out of the groove; 9. a discharge port; 10. a discharge chute.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings and examples.
The high-stability building foundation support comprises a steel bar frame body 1 and a concrete coating layer 2 coated on the outer side of the steel bar frame body 1, the structural strength of a foundation structure is enhanced by the structural strength of the steel bar frame body 1, the structural strength of the whole structure is further enhanced by the structural strength of the solidified concrete coating layer 2, a reinforcing part with the top end embedded in the concrete coating layer 2 is arranged on the inner side of the steel bar frame body 1, the bottom end of the reinforcing part vertically penetrates through the steel bar frame body 1 and is embedded in soil at the bottom of the concrete coating layer 2, the arrangement can increase the contact area of the reinforced part and the joint of the steel bar frame body 1 and the concrete cladding layer 2, make reinforcement portion can realize the enhancement to basic foundation structural strength better, has poured the concrete in the reinforcement portion, and the structural strength that the concrete after utilizing to solidify has strengthens the holistic structural strength of reinforcement portion. The contact area of the whole structure and the contact position of the soil can be effectively increased by burying the reinforcing part in the soil, so that the structural strength of the whole structure is more stable.
As shown in fig. 3 and 4, the reinforcing part includes a supporting tube 3 and a driving rod 4 inserted in the supporting tube 3, a plurality of reinforcing members 5 symmetrically arranged and hinged to the supporting tube 3 are hinged in the supporting tube 3, the reinforcing members 5 are rod-shaped as a whole, a rotating rod rotatably connected to the supporting tube 3 is fixedly connected to the reinforcing members 5, an elastic member 7 fixedly connected to the supporting tube 3 is fixedly connected to the reinforcing members 5 located inside the supporting tube 3, the elastic member 7 is used for pulling the bottom end of the reinforcing member 5 to be accommodated inside the supporting tube 3, the elastic member 7 is provided as a spring, the position of the top end of the reinforcing member 5 is limited by the structural strength of the elastic member 7, the reinforcing member 5 can be stably accommodated in the supporting tube 3 in the process of being embedded into soil in the whole structure, and the reinforcing member 5 is prevented from being damaged to the soil structure by penetrating out of the supporting tube 3 in the process of penetrating into soil, and then effectively improve the holistic structural strength of structure, a plurality of reinforcements 5 can rotate to wearing out stay tube 3 around its pin joint with stay tube 3, set up a plurality of grooves 8 of wearing that supply reinforcement 5 to penetrate on the pipe wall on the stay tube 3, a plurality of reinforcements 5 penetrate stay tube 3 along with actuating lever 4 and wear out stay tube 3 in proper order, penetrate through actuating lever 4 and can promote in the stay tube 3 that reinforcement 5 one side penetrates the soil in the stay tube 3 outside, make the whole area of contact with the soil junction increase of reinforcement portion, make the whole intensity of being connected with soil of reinforcement portion bigger, and then further strengthen the holistic structure of reinforcement portion and strengthen the degree.
As shown in fig. 3 and 4, the horizontal cross-sectional shape of the driving rod 4 is circular, the bottom end of the driving rod 4 is set to be a tip end, the driving rod 4 is hollow, and both ends of the driving rod 4 in the length direction are through, so that concrete can be poured from the opening at the top end of the driving rod 4, the concrete poured in the driving rod 4 flows out through the opening at the bottom end of the driving rod 4, one end of each of two symmetrically arranged reinforcing members 5 close to each other is fixedly connected with an arc-shaped rod 6, when the driving rod 4 passes through the arc-shaped rods 6, two adjacent arc-shaped rods 6 are both attached to the side wall of the driving rod 4, a hole with a diameter consistent with that of the driving rod 4 is enclosed between two adjacent arc-shaped rods 6, when the driving rod 4 abuts against the top end of the arc-shaped rod 6, the arc-shaped rods 6 and the reinforcing members 5 are driven to rotate around the hinge points of the reinforcing members 5, and when the arc-shaped rods 6 abut against the side wall of the driving rod 4, the reinforcing members 5 and the arc-shaped rods 6 are limited in rotation, ensuring that the reinforcement 5 is in a state of stable penetration in the soil.
As shown in fig. 3 and 4, offer a plurality of discharge gates 9 that are used for the concrete to flow out on the pipe wall on the stay tube 3, the concrete pours into and can flow out the stay tube 3 through discharge gates 9 after in the stay tube 3, and then further increase the whole area of contact with soil contact department of structure through the concrete after solidifying, a plurality of blown down tanks 10 have all been seted up on the actuating lever 4 that is located between two vertical adjacent reinforcements 5, the concrete pours into and can flow out through the blown down tank 10 who sets up in the actuating lever 4 afterwards, and then can avoid appearing the condition that the hole appears because of the separation of reinforcement 5 makes the pouring of concrete, further strengthen the holistic structural strength of reinforcement portion.
The manufacturing process comprises the following steps: digging out a foundation pit for placing a steel bar frame body 1, digging out a deep hole for placing a reinforcing part below the foundation pit, penetrating a supporting tube 3 into the deep hole, maintaining the depth of the deep hole to be placed until the supporting tube 3 penetrates into the bottom end of the deep hole, wherein the top end of the supporting tube 3 is positioned at the inner side of the steel bar frame body 1, penetrating a driving rod 4 into the supporting tube 3, sequentially abutting against a plurality of arc-shaped rods 6 in the process that the driving rod 4 penetrates into the supporting tube 3, pushing the arc-shaped rods 6 and a reinforcing member 5 to rotate around a hinge point of the reinforcing member 5 in the process, gradually penetrating the bottom end of the reinforcing member 5 out of the supporting tube 3 from a penetrating groove 8 in the rotating process, gradually penetrating into the deep hole in the process that the reinforcing member 5 gradually penetrates out of the supporting tube 3, simultaneously forming a hole on the hole wall of the deep hole for placing the deep hole, and simultaneously abutting against the outer wall of the driving rod 4, at this moment, the concrete is poured into the deep hole through the driving rod 4 and the supporting tube 3, the concrete flows out from the bottom of the driving rod 4, the penetrating groove 8, the discharging hole 9 and the discharging groove 10 and is poured, the concrete is poured on the reinforcing steel bar frame body 1, and the whole manufacturing process of the structure is realized after the concrete is solidified.
It is above only the utility model discloses a preferred embodiment, the utility model discloses a scope of protection does not only confine above-mentioned embodiment, the all belongs to the utility model discloses a technical scheme under the thinking all belongs to the utility model discloses a scope of protection. It should be noted that, for those skilled in the art, various modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.
Claims (7)
1. The utility model provides a high-stability building foundation support, includes steel reinforcement support body (1) and cladding concrete cladding layer (2) in steel reinforcement support body (1) outside, its characterized in that: the inboard of steel reinforcement support body (1) is equipped with the top and buries the reinforced portion in concrete cladding layer (2) underground, the bottom of reinforced portion is followed vertical steel reinforcement support body (1) of wearing out and is buried underground in the soil of concrete cladding layer (2) bottom, it has the concrete to pour into in the reinforced portion.
2. The highly stable building foundation support of claim 1, wherein: the reinforcing portion includes stay tube (3) and alternates actuating lever (4) in stay tube (3), it has a plurality of reinforcements (5) that the symmetry set up and articulated each other with stay tube (3) to articulate in stay tube (3), and is a plurality of reinforcement (5) can be rotated to wearing out stay tube (3) around its pin joint with stay tube (3), and is a plurality of stay tube (3) are worn out in proper order along with actuating lever (4) in reinforcement (5) penetrate stay tube (3).
3. The highly stable building foundation support of claim 2, wherein: the horizontal cross-sectional shape of actuating lever (4) is circular, the bottom of actuating lever (4) sets up to most advanced, the inside cavity of actuating lever (4) and its length direction's both ends all link up.
4. The highly stable building foundation support of claim 3, wherein: two that the symmetry set up the equal fixedly connected with arc pole (6) of one end that reinforcement (5) are close to each other, adjacent two when arc pole (6) are crossed in actuating lever (4) arc pole (6) all laminate with the lateral wall of actuating lever (4).
5. The highly stable building foundation support of claim 2, wherein: the reinforcing member (5) positioned on the inner side of the supporting tube (3) is fixedly connected with an elastic member (7) fixedly connected with the supporting tube (3), and the elastic member (7) is used for pulling the bottom end of the reinforcing member (5) to be accommodated on the inner side of the supporting tube (3).
6. The highly stable building foundation support of claim 2, wherein: the pipe wall of the supporting pipe (3) is provided with a plurality of penetrating grooves (8) for the reinforcing members (5) to penetrate and a plurality of discharging holes (9) for the concrete to flow out.
7. The highly stable building foundation support of claim 3, wherein: and a plurality of discharge chutes (10) are formed in the driving rod (4) between two vertically adjacent reinforcing members (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221155778.6U CN217419573U (en) | 2022-05-12 | 2022-05-12 | High-stability building foundation support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221155778.6U CN217419573U (en) | 2022-05-12 | 2022-05-12 | High-stability building foundation support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217419573U true CN217419573U (en) | 2022-09-13 |
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ID=83187649
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221155778.6U Active CN217419573U (en) | 2022-05-12 | 2022-05-12 | High-stability building foundation support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217419573U (en) |
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2022
- 2022-05-12 CN CN202221155778.6U patent/CN217419573U/en active Active
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