CN207794055U - A kind of novel reinforcement cushion foundation structure - Google Patents
A kind of novel reinforcement cushion foundation structure Download PDFInfo
- Publication number
- CN207794055U CN207794055U CN201721902381.8U CN201721902381U CN207794055U CN 207794055 U CN207794055 U CN 207794055U CN 201721902381 U CN201721902381 U CN 201721902381U CN 207794055 U CN207794055 U CN 207794055U
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- China
- Prior art keywords
- reinforcing rib
- ground
- buffer layer
- fixed ring
- foundation structure
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Abstract
The utility model provides a kind of novel reinforcement cushion foundation structure, including sandstone compacting layer, buffer layer, back fill course and ground, tamps and buffer layer is set on layer, ground is set on buffer layer, the surrounding of buffer layer and ground is both provided with back fill course, and ground protrudes back fill course；The first reinforcing rib is vertically arranged in buffer layer, and the first reinforcing rib also extends upwardly into ground；Multiple reinforcement combinations are provided in ground, it includes the second reinforcing rib and fixed ring to reinforce combination, and the second reinforcing rib is horizontally disposed with a plurality of, and this plurality of second reinforcing rib forms positive polygon prism shape in space, fixed ring is regular polygon shape, and the number of edges of regular polygon is identical as the number of the second reinforcing rib；Fixed ring is provided with multiple, and each fixed ring, which is lived in from periphery ring, states a plurality of second reinforcing rib, and the second reinforcing rib of each item is fixedly connected with each interior angle of fixed ring one-to-one correspondence respectively.The utility model can improve ground fastness.
Description
Technical field
The utility model belongs to foundation technical field, and in particular to a kind of novel reinforcement cushion foundation structure.
Background technology
Ground refers to the soil body or rock mass of supporting base below building.Soil layer as building lot is divided into rock, broken
Stone soil, sand, silt, cohesive soil and artificial earth fill.Ground has two class of subsoil and artificial foundation's (composite foundation).Natively
Base is the natural soil layer for being not required to very important person's reinforcing, and artificial foundation needs people's consolidation process.
But the reinforcement cushion ground booster action of existing many types is limited in the market.
Utility model content
The purpose of this utility model is to provide a kind of novel reinforcement cushion foundation structures, improve ground fastness.
Novel reinforcement cushion foundation structure provided by the utility model includes sandstone compacting layer, buffer layer, back fill course
And ground, the buffer layer is set on the compacting layer, the ground, the buffer layer and ground are set on the buffer layer
The surrounding of base is both provided with back fill course, and ground protrudes the back fill course；First is vertically arranged in the buffer layer to add
Strengthening tendons, and the first reinforcing rib also extends upwardly into ground；Multiple reinforcement combinations, the reinforcement combination packet are provided in the ground
Include the second reinforcing rib and fixed ring, second reinforcing rib is horizontally disposed with a plurality of, and this plurality of second reinforcing rib shape in space
At positive polygon prism shape, the fixed ring is regular polygon shape, and the number of edges of regular polygon is identical as the number of the second reinforcing rib；It is described
Fixed ring is provided with multiple, and each fixed ring, which is lived in from periphery ring, states a plurality of second reinforcing rib, and the second reinforcing rib of each item point
It is not fixedly connected with each interior angle of fixed ring one-to-one correspondence.
Preferably, the buffer layer is arranged to concrete buffer layer, and the depth of buffer layer is set as 0.5-1.0m.
Preferably, the ground is arranged to concrete foundation, and the depth of ground is set as 2.5-3.0m.
Preferably, first reinforcing rib is configured with several, and each first reinforcing rib is arranged at reinforcement combination
Inside.
Preferably, first reinforcing rib is set as the Ribbed Bar of 16mm or more.
Preferably, second reinforcing rib (7) is three or more.
Preferably, second reinforcing rib is set as the Ribbed Bar of 16mm or more.
Preferably, the fixed ring is uniformly arranged on the second reinforcing rib.
The beneficial effects of the utility model：The novel reinforcement cushion foundation structure tamps layer, buffer layer by the way that sandstone is arranged
And back fill course, improve the fastness of ground.The utility model is provided with the first reinforcing rib, will be delayed by the first reinforcing rib
It rushes layer and ground is attached, further improve the secured performance of foundation structure.By the first reinforcing rib and reinforce combining
Setting, be capable of providing horizontal and vertical booster action, further increase the fastness of foundation structure.Each of the utility model
It is the positive polygon prism structure in space to reinforce combination, and each second reinforcing rib is parallel to be uniformly arranged, and fixed ring is on the second reinforcing rib
It is uniformly arranged, and the second reinforcing rib is connected with fixed ring, to which the booster action of reinforcing rib can not only be provided, additionally it is possible to
The booster action for being equivalent to reinforcing prop is formed, the fastness of foundation structure is further improved.
Description of the drawings
Fig. 1 is the structural schematic diagram of the first embodiment of the utility model.
Fig. 2 is the structural schematic diagram for reinforcing combination in the utility model first in embodiment.
Fig. 3 is the side view of Fig. 2.
Fig. 4 is the structural schematic diagram for reinforcing combination in second of embodiment of the utility model.
Fig. 5 is the side view of Fig. 4.
In figure：1, sandstone tamps layer, and 2, buffer layer, 3, back fill course, 4, ground, the 5, first reinforcing rib, 6, reinforce combination,
7, the second reinforcing rib, 8, fixed ring, the 9, first steel wire, the 10, second steel wire.
Specific implementation mode
Referring to figs. 1 to Fig. 3, which includes sandstone compacting layer 1, buffer layer 2, back fill course 3
It with ground 4, tamps and buffer layer 2 is set on layer 1, buffer layer 2 is arranged to concrete buffer layer, and the depth setting of buffer layer 2
For 0.5-1.0m.Ground 4 is set on buffer layer 2, and ground 4 is arranged to concrete foundation, and the depth of ground 4 is set as
2.5—3.0m.The surrounding of buffer layer 2 and ground 4 is respectively provided with back fill course, and ground 4 protrudes back fill course 3.
Multiple first reinforcing ribs 5 are vertically arranged in buffer layer 2, the first reinforcing rib 5 is the Ribbed Bar of 16mm or more, often
A first reinforcing rib 5 extends upwardly into ground 4 simultaneously, and the upper end of the second reinforcing rib 5 is not higher than 4 top surface of ground, can be with ground 4
Either flush.
Referring to figs. 2 and 3, multiple reinforcement combinations 6 are provided in ground, it is each to reinforce combining 6 including 7 He of the second reinforcing rib
Fixed ring 8, the second reinforcing rib 7 is four horizontally disposed, and each second reinforcing rib is the Ribbed Bar of 16mm or more.This four
Second reinforcing rib 7 forms four-prism shape in space, i.e. every second reinforcing rib is used as an incline.Fixed ring 8 is just
Multilateral shape, number of edges is identical as the number of the second reinforcing rib 7, thus fixed ring 8 is regular quadrangle shape in the present embodiment
(i.e. square), and fixed ring 8 is provided with multiple, each fixed ring 8 lives in state from periphery ring four the second reinforcing ribs 7, and
The second reinforcing rib of each item 7 is fixedly connected with each interior angle of fixed ring 8 one-to-one correspondence respectively.It is to add second in present embodiment
Strengthening tendons 7 are connect with the interior angle of fixed ring 8 by the first steel wire 9 and the second steel wire 10, wherein the first steel wire 9 and the second steel wire 10
Intersect setting.
Distance is identical between adjacent fixed ring 8, and the first reinforcing rib 5 is arranged in the inside for reinforcing combination 6.
The novel reinforcement cushion foundation structure tamps layer 1, buffer layer 2 and the backfill to lie around by the way that sandstone is arranged
Layer 3, improves the fastness of ground 4.The novel reinforcement cushion foundation structure is provided with the first reinforcing rib 5, reinforces by first
Buffer layer 2 and ground 4 are attached by muscle 5, further improve the secured performance of foundation structure.Pass through the first reinforcing rib 5
Setting with combination 6 is reinforced, is capable of providing horizontal and vertical booster action, further increases the fastness of foundation structure.This is new
It is the positive polygon prism structure in space that each of type reinforcement cushion foundation structure, which reinforces combination 6, and each second reinforcing rib 7 is parallel uniformly
Setting, fixed ring 8 is uniformly arranged on the second reinforcing rib 7, and the second reinforcing rib 7 is connected with fixed ring 8, to not only
It is capable of providing the booster action of reinforcing rib type, additionally it is possible to form the booster action for being equivalent to reinforcing prop, further improve ground
The fastness of based structures.
Fig. 4 and Fig. 5 shows that second of embodiment of the utility model, the difference with the first embodiment exist
In the second reinforcing rib 7 in present embodiment increases to five, and forms positive pentagonal prism, and corresponding fixed ring 8 is positive five side
Shape, fixed ring 8 are arranged multiple, and each fixed ring 8 lives in state from periphery ring five the second reinforcing ribs 7, and each item second is reinforced
Muscle 7 is fixedly connected with each interior angle of fixed ring 8 one-to-one correspondence respectively.Equally be in present embodiment by the second reinforcing rib 7 with
The interior angle of fixed ring 8 is connected by the first steel wire 9 and the second steel wire 10, wherein the first steel wire 9 and the second steel wire 10 intersect
Setting.
Other content is the same as the first embodiment in present embodiment.
The present invention is not limited to the above embodiments, for example, reinforce combination 6 can be arranged it is multiple, the second reinforcing rib 7 with
It can also be fixedly connected using other suitable methods between the interior angle of fixed ring 8.
Claims (8)
1. a kind of novel reinforcement cushion foundation structure, it is characterised in that：Including sandstone compacting layer (1), buffer layer (2), backfill
Layer (3) and ground (4) is arranged the buffer layer (2) on the compacting layer (1), is arranged describedly on the buffer layer (2)
The surrounding of base (4), the buffer layer (2) and ground (4) is both provided with back fill course (3), and the prominent backfill of ground (4)
Layer (3)；
It is vertically arranged with the first reinforcing rib (5) in the buffer layer (2), and the first reinforcing rib (5) also extends upwardly into ground (4)
In；Multiple reinforcement combinations (6) are provided in the ground (4), the reinforcement combination (6) includes the second reinforcing rib (7) and fixes
Ring (8), second reinforcing rib (7) is horizontally disposed a plurality of, and this plurality of second reinforcing rib (7) forms positive polygon prism in space
Shape, the fixed ring (8) are regular polygon shape, and the number of edges of regular polygon is identical as the number of the second reinforcing rib (7)；The fixation
Ring (8) is provided with multiple, and each fixed ring (8) lives in state from periphery ring a plurality of second reinforcing rib (7), and each item second is reinforced
Muscle (7) is fixedly connected with each interior angle of fixed ring (8) one-to-one correspondence respectively.
2. novel reinforcement cushion foundation structure according to claim 1, it is characterised in that：The buffer layer (2) is arranged to
Concrete buffer layer, and the depth of buffer layer (2) is set as 0.5-1.0m.
3. novel reinforcement cushion foundation structure according to claim 1, it is characterised in that：The ground (4) is arranged to mix
Solidifying soil base, and the depth of ground (4) is set as 2.5-3.0m.
4. novel reinforcement cushion foundation structure according to claim 1, it is characterised in that：First reinforcing rib (5) sets
Several are set to, and each first reinforcing rib (5) is arranged at the inside for reinforcing combination (6).
5. novel reinforcement cushion foundation structure according to any one of claim 1 to 4, it is characterised in that：Described first
Reinforcing rib (5) is set as the Ribbed Bar of 16mm or more.
6. novel reinforcement cushion foundation structure according to claim 1, it is characterised in that：Second reinforcing rib (7) is
Three or more.
7. the novel reinforcement cushion foundation structure according to claim 1,2,3,4, any one of 6, it is characterised in that：It is described
Second reinforcing rib (7) is set as the Ribbed Bar of 16mm or more.
8. the novel reinforcement cushion foundation structure according to claim 1,2,3,4, any one of 6, it is characterised in that：It is described
Fixed ring (8) is uniformly arranged on the second reinforcing rib (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721902381.8U CN207794055U (en) | 2017-12-29 | 2017-12-29 | A kind of novel reinforcement cushion foundation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721902381.8U CN207794055U (en) | 2017-12-29 | 2017-12-29 | A kind of novel reinforcement cushion foundation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207794055U true CN207794055U (en) | 2018-08-31 |
Family
ID=63279034
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721902381.8U Expired - Fee Related CN207794055U (en) | 2017-12-29 | 2017-12-29 | A kind of novel reinforcement cushion foundation structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207794055U (en) |
-
2017
- 2017-12-29 CN CN201721902381.8U patent/CN207794055U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180831 Termination date: 20191229 |