CN209722941U - A kind of anti-settling and inclined Reinforced Gravel Pile - Google Patents
A kind of anti-settling and inclined Reinforced Gravel Pile Download PDFInfo
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- CN209722941U CN209722941U CN201920395052.1U CN201920395052U CN209722941U CN 209722941 U CN209722941 U CN 209722941U CN 201920395052 U CN201920395052 U CN 201920395052U CN 209722941 U CN209722941 U CN 209722941U
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- broken stone
- pile
- stone pile
- bottom plate
- reinforcing rib
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Abstract
The utility model discloses a kind of anti-settlings and inclined Reinforced Gravel Pile, including substrate, the top surface of the substrate is fixedly connected with bottom plate, the top of bottom plate place placed in the middle is fixedly connected with broken stone pile, the bottom of the outer wall surface of the broken stone pile is provided with reinforcing rib, and the utility model relates to broken stone pile technical fields.The anti-settling and inclined Reinforced Gravel Pile, the setting of L-shaped fixed plate and support rod, positioning and firm effect can be played to broken stone pile, broken stone pile is avoided to generate the change of displacement, the connecting rod and the first spring of setting simultaneously, form the wedging function in horizontal direction, play the effect that buffer protection is carried out to the external force that broken stone pile is subject to, keep broken stone pile more firm, avoid the generation of inclination conditions, it is provided with substrate, bottom plate, reinforced steel and the heavy plate of anti-drop can effectively prevent broken stone pile and settle, increase the contact area of broken stone pile and soil, extend the service life of broken stone pile.
Description
Technical field
The utility model relates to broken stone pile technical field, specially a kind of anti-settling and inclined Reinforced Gravel Pile.
Background technique
It is composite foundation stabilization stake made of main material that broken stone pile, which is with rubble (cobble), and broken stone pile and sand pile etc. are in state
It is referred to as granular pile or coarse-grained soil stake outside.So-called granular pile refers to the stake of soap-free emulsion polymeization intensity, by granular medias such as gravel pile or sand piles
The composite foundation of stake and inter-pile soil composition is also referred to as granular media pile composite foundation.Domestic and international widely applied broken stone pile, sand pile, slag
The composite foundations such as native stake are all granular media pile composite foundations.
Reinforced Gravel Pile is to be inserted vertically into ground under biggish pressure, and presently, there are following deficiencies: first is that when by
When to larger external force, easily shifts or tilt, broken stone pile is caused to damage;Second is that its shock resistance is poor, it is easy when an earthquake occurs
Inclination;Third is that being also easy to produce sedimentation by the way of Reinforced Gravel Pile is directly inserted into ground.
Utility model content
(1) the technical issues of solving
In view of the deficiencies of the prior art, the utility model provides a kind of anti-settling and inclined Reinforced Gravel Pile, solves
The problem of Reinforced Gravel Pile is easy to happen offset, tilts and is also easy to produce sedimentation.
(2) technical solution
In order to achieve the above object, the utility model is achieved by the following technical programs: a kind of anti-settling with it is inclined
Reinforced Gravel Pile, including substrate, the top surface of the substrate are fixedly connected with bottom plate, and the top of the bottom plate is located to fix between two parties
It is connected with broken stone pile, the bottom of the outer wall surface of the broken stone pile is provided with reinforcing rib, the top surface of the bottom plate and separate
The surface of reinforcing rib is fixedly installed with fixed plate, the fixed company in the side of the fixed plate surface and the side on reinforcing rib surface
It is connected to connection frame, the inside of the connection frame is fixedly installed with the first spring, the surface of first spring far from fixed plate
Connecting rod is fixedly installed between the surface of reinforcing rib, the bottom on the surface of the fixed plate and the surface of reinforcing rib are far from even
The bottom for connecing frame offers slot, and the inside of the slot is provided with support rod, the reinforcing rib surface by convex block
Bottom and be located at the top of bottom plate and pass through fixing bolt and be connected with L-shaped fixed plate, the broken stone pile surface is far from reinforcing rib
Top be provided with and anti-drop heavy plate.
Preferably, the surface of the fixed plate and surface far from connection frame is fixedly connected to fixed frame, and it is described
Sliding bar is fixedly connected between the inner wall of fixed frame, the surface of the sliding bar is provided with sliding sleeve, the sliding bar
Surface and it is located between the inner wall and sliding sleeve of fixed frame and is fixedly installed with second spring, the surface side of the sliding sleeve is logical
It crosses bearing and is connected with adjusting rod, and the surface connection of the adjusting rod one end and connecting rod far from sliding sleeve.
Preferably, reinforcing prop is provided at the interior central of the fixed plate, and bottom is run through in one end of the reinforcing prop
Plate and the inside for extending to bottom plate.
Preferably, the substrate is internally provided with reinforced steel.
Preferably, the broken stone pile, the anti-surface for dropping heavy plate, bottom plate and substrate are provided with corrosion-resistant coating.
(3) beneficial effect
The utility model provides a kind of anti-settling and inclined Reinforced Gravel Pile.Have it is following the utility model has the advantages that
(1), the anti-settling and inclined Reinforced Gravel Pile, are provided with reinforcement by the bottom of the outer wall surface of broken stone pile
Muscle, the top surface of bottom plate and the surface far from reinforcing rib are fixedly installed with fixed plate, the side of fixed plate surface and reinforcement
The side on muscle surface is fixedly connected to connection frame, and the inside for connecting frame is fixedly installed with the first spring, and the first spring is separate
Connecting rod, the bottom on the surface of fixed plate and the table of reinforcing rib are fixedly installed between the surface of fixed plate and the surface of reinforcing rib
Face offers slot far from the bottom of connection frame, and the inside of slot is provided with support rod, reinforcing rib surface by convex block
Bottom and be located at the top of bottom plate and pass through fixing bolt and be connected with L-shaped fixed plate, the setting of L-shaped fixed plate and support rod,
Positioning and firm effect can be played to broken stone pile, broken stone pile is avoided to generate the change of displacement, at the same the connecting rod that is arranged and
First spring forms the wedging function in horizontal direction, plays the effect for carrying out buffer protection to the external force that broken stone pile is subject to, makes
Broken stone pile is more firm, avoids the generation of inclination conditions.
(2), the anti-settling and inclined Reinforced Gravel Pile, are fixedly connected with bottom plate, bottom plate by the top surface of substrate
Top place placed in the middle be fixedly connected with broken stone pile, substrate is internally provided with reinforced steel, and broken stone pile surface is far from reinforcing rib
Top is provided with the heavy plate of anti-drop, is fixedly connected to fixed frame further through the surface of fixed plate and the surface far from connection frame,
And sliding bar is fixedly connected between the inner wall of fixed frame, the surface of sliding bar is provided with sliding sleeve, the surface of sliding bar
And be located between the inner wall and sliding sleeve of fixed frame and be fixedly installed with second spring, the surface side of sliding sleeve is connected by bearing
It is connected to adjusting rod, and the surface connection of adjusting rod one end and connecting rod far from sliding sleeve, is provided with substrate, bottom plate, reinforcing
Reinforcing bar and the heavy plate of anti-drop can effectively prevent broken stone pile and settle, and increases the contact area of broken stone pile and soil, extends
The service life of broken stone pile, and the mating reaction of second spring, sliding bar and adjusting rod can play antidetonation and guarantor to broken stone pile
The effect of shield, and then extend the service life of broken stone pile.
Detailed description of the invention
FIG. 1 is a schematic structural view of the utility model;
Fig. 2 is partial enlarged view at A in Fig. 1;
Fig. 3 is partial enlarged view at B in Fig. 1.
In figure: 1 substrate, 2 bottom plates, 3 broken stone piles, 4 fixed plates, 5 reinforcing props, 6 reinforcing ribs, 7 anti-drop heavy plates, 8 slots, 9
Strut, 10L shape fixed plate, 11 reinforced steels, 12 connecting rods, 13 connection frames, 14 first springs, 15 fixed frames, 16 adjusting rods, 17
Sliding bar, 18 second springs, 19 sliding sleeves.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Fig. 1-3 is please referred to, the utility model provides a kind of technical solution: a kind of anti-settling and inclined Reinforced Gravel Pile,
Including substrate 1, the top surface of substrate 1 is fixedly connected with bottom plate 2, and the top of bottom plate 2 place placed in the middle is fixedly connected with broken stone pile 3,
The bottom of the outer wall surface of broken stone pile 3 is provided with reinforcing rib 6, the top surface of bottom plate 2 and surface far from reinforcing rib 6 is fixed
Fixed plate 4 is installed, the side on 4 surface of fixed plate is fixedly connected to the side on 6 surface of reinforcing rib connect frame 13, connects frame
13 inside is fixedly installed with the first spring 14, between the first surface of the spring 14 far from fixed plate 4 and the surface of reinforcing rib 6
It is fixedly installed with connecting rod 12, the bottom on the surface of fixed plate 4 and the surface of reinforcing rib 6 are opened up far from the bottom of connection frame 13
There is slot 8, and the inside of slot 8 is provided with support rod 9, the bottom on 6 surface of reinforcing rib and the top for being located at bottom plate 2 by convex block
Portion passes through fixing bolt and is connected with L-shaped fixed plate 10, and the setting of L-shaped fixed plate 10 and support rod 9 can play broken stone pile
Positioning and firm effect, 3 surface of broken stone pile are provided with the heavy plate 7 of anti-drop far from the top of reinforcing rib 6, are provided with substrate 1, bottom
Plate 2, reinforced steel 11 and the heavy plate 7 of anti-drop can effectively prevent broken stone pile 3 and settle, and increase broken stone pile 3 and soil
Contact area extends the service life of broken stone pile 3.
In use, substrate 1 and bottom plate 2 are embedded to ground end by user, the L-shaped fixed plate 10 and branch installed by fixing bolt
The setting of strut 9 can play positioning and firm effect to broken stone pile 3, and broken stone pile 3 is avoided to generate the change of displacement, and base
Reinforced steel 11 inside plate 1 plays the role of to ground supports, when broken stone pile 3 is by external force, even spot
When shake, the connecting rod 12 of setting and the first spring 14 form the wedging function in horizontal direction, play and are subject to broken stone pile 3
External force carries out the effect of buffer protection, and the mating reaction of second spring 18, sliding bar 17 and adjusting rod 16, can be to broken stone pile
3 play the role of antidetonation and protection, keep broken stone pile 3 more firm, avoid the generation of inclination conditions, be provided with substrate 1, bottom plate 2,
Reinforced steel 11 and the heavy plate 7 of anti-drop can effectively prevent broken stone pile 3 and settle, and increase contact of the broken stone pile 3 with soil
Area extends the service life of broken stone pile 3.
It should be noted that, in this document, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.In the absence of more restrictions.By sentence " element limited including one ..., it is not excluded that
There is also other identical elements in the process, method, article or apparatus that includes the element ".
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (5)
1. a kind of anti-settling and inclined Reinforced Gravel Pile, including substrate (1), it is characterised in that: the top table of the substrate (1)
Face is fixedly connected with bottom plate (2), and the top place placed in the middle of the bottom plate (2) is fixedly connected with broken stone pile (3), the broken stone pile (3)
The bottom of outer wall surface be provided with reinforcing rib (6), the top surface of the bottom plate (2) and surface far from reinforcing rib (6) is equal
It is fixedly installed with fixed plate (4), the side of the side and reinforcing rib (6) surface on fixed plate (4) surface is fixedly connected to
It connects frame (13), the inside of connection frame (13) is fixedly installed with the first spring (14), and first spring (14) is separate
It is fixedly installed with connecting rod (12) between the surface of fixed plate (4) and the surface of reinforcing rib (6), the surface of the fixed plate (4)
Bottom and the surface of reinforcing rib (6) offered slot (8) far from the bottom of connection frame (13), and the slot (8)
Inside is provided with support rod (9) by convex block, the bottom on reinforcing rib (6) surface and is passed through positioned at the top of bottom plate (2)
Fixing bolt is connected with L-shaped fixed plate (10), and broken stone pile (3) surface is far from being provided with anti-drop at the top of reinforcing rib (6)
Heavy plate (7).
2. a kind of anti-settling according to claim 1 and inclined Reinforced Gravel Pile, it is characterised in that: the fixed plate
(4) surface on surface and separate connection frame (13) is fixedly connected to fixed frame (15), and the fixed frame (15) is interior
It is fixedly connected between wall sliding bar (17), the surface of the sliding bar (17) is provided with sliding sleeve (19), the sliding bar
(17) surface and being located between the inner wall and sliding sleeve (19) of fixed frame (15) is fixedly installed with second spring (18), described
The surface side of sliding sleeve (19) is connected with adjusting rod (16) by bearing, and the adjusting rod (16) is far from sliding sleeve (19)
One end connect with the surface of connecting rod (12).
3. a kind of anti-settling according to claim 1 and inclined Reinforced Gravel Pile, it is characterised in that: the fixed plate
(4) it is provided at interior central reinforcing prop (5), and one end of the reinforcing prop (5) through bottom plate (2) and extends to bottom plate
(2) inside.
4. a kind of anti-settling according to claim 1 and inclined Reinforced Gravel Pile, it is characterised in that: the substrate (1)
Be internally provided with reinforced steel (11).
5. a kind of anti-settling according to claim 1 and inclined Reinforced Gravel Pile, it is characterised in that: the broken stone pile
(3), the anti-surface for dropping heavy plate (7), bottom plate (2) and substrate (1) is provided with corrosion-resistant coating.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201920395052.1U CN209722941U (en) | 2019-03-27 | 2019-03-27 | A kind of anti-settling and inclined Reinforced Gravel Pile |
Applications Claiming Priority (1)
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CN201920395052.1U CN209722941U (en) | 2019-03-27 | 2019-03-27 | A kind of anti-settling and inclined Reinforced Gravel Pile |
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CN209722941U true CN209722941U (en) | 2019-12-03 |
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CN201920395052.1U Expired - Fee Related CN209722941U (en) | 2019-03-27 | 2019-03-27 | A kind of anti-settling and inclined Reinforced Gravel Pile |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111287069A (en) * | 2020-02-23 | 2020-06-16 | 郑州市公路工程公司 | Connecting member for overcoming non-uniform settlement of bridge |
CN114319464A (en) * | 2021-12-07 | 2022-04-12 | 中国建筑第五工程局有限公司 | Rubble stake check out test set is used in coastal geology construction |
-
2019
- 2019-03-27 CN CN201920395052.1U patent/CN209722941U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111287069A (en) * | 2020-02-23 | 2020-06-16 | 郑州市公路工程公司 | Connecting member for overcoming non-uniform settlement of bridge |
CN114319464A (en) * | 2021-12-07 | 2022-04-12 | 中国建筑第五工程局有限公司 | Rubble stake check out test set is used in coastal geology construction |
CN114319464B (en) * | 2021-12-07 | 2022-11-25 | 中国建筑第五工程局有限公司 | Rubble stake check out test set is used in coastal geology construction |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191203 Termination date: 20210327 |
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CF01 | Termination of patent right due to non-payment of annual fee |