CN206581274U - The support wale structure of antiskid - Google Patents
The support wale structure of antiskid Download PDFInfo
- Publication number
- CN206581274U CN206581274U CN201720031194.0U CN201720031194U CN206581274U CN 206581274 U CN206581274 U CN 206581274U CN 201720031194 U CN201720031194 U CN 201720031194U CN 206581274 U CN206581274 U CN 206581274U
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- Prior art keywords
- support
- antiskid
- wale
- supporting construction
- key
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Abstract
The utility model is related to the field of foundation ditch, disclose the support wale structure of antiskid, including supporting construction and the support wale being connected on concrete support, support wale is in lateral arrangement, supporting construction includes multiple support piles separately arranged, being provided with support wale towards the side of supporting construction between multiple antiskid keys separately arranged, adjacent antiskid key has interval region, support pile is placed in the interval region, and support pile is connected to the side of antiskid key.Because the support pile of supporting construction is located in interval region, and the side of antiskid key is connected to, the sliding between supporting construction and support wale can be resisted using antiskid key, the antiskid requirement between support wale and supporting construction is met, so, then need not the bar planting between support pile and support wale, reduce damage to supporting construction, it is ensured that the integrality of supporting construction, furthermore, antiskid key can simultaneously construct with support wale, and construction work amount is small, and does not interfere with the construction period.
Description
Technical field
The utility model is related to the support wale structure of the field of foundation ditch, especially antiskid.
Background technology
In recent years, with a large amount of rises and the exploitation of urban underground space of skyscraper, the depth of foundation ditch is more next
Deeper, the excavation of especially a large amount of foundation ditches is all located at the area of building dense, and this causes the support technology of foundation ditch more to seem important.
Foundation pit supporting project should ensure safety of the whole supporting construction in construction, and supporting construction and its week are controlled again
The deformation of the side soil body, to ensure the safety of surrounding enviroment (such as adjacent architectural, road and underground utilities).Deep and big foundation ditch and
The foundation ditch higher to security requirement frequently with inner support supporting construction, the inner supporting structure had stress performance preferably, just
The advantages of degree is big, deformation is small and safe and reliable.
Inner supporting structure is all reinforced concrete support, mainly by components such as supporting construction, support wale, concrete supports
Composition.Wherein, support wale mainly plays load transmission, and the horizontal loading of supporting construction is passed into concrete support,
The purpose for ensureing deep pit monitor is reached by concrete support stress balance.
Support wale formation is between concrete support and supporting construction, and in support system, support wale is important
One component, its stress mainly has moment of flexure, pressure and shearing.Wherein, pass to the shearing of support wale can make support wale with
The trend mutually slided is produced between supporting construction, in order to prevent the power that sliding is produced between support wale and supporting construction
It is referred to as resistant slide resistance.
In the prior art, shown in reference picture 1, in order to prevent support wale 102 and supporting construction from sliding, there are two kinds of measures.
First, it is that dabbing processing will be carried out between supporting construction and support wale 102, and then increase frictional force resistance Partial Shear；The
Two, it is between support wale 102 and supporting construction by way of bar planting 104, to resist remaining using newly-increased reinforcing bar and cut
Power.
There is following defect in above two measure：
1), only by between supporting construction and support wale 102 dabbing there is provided frictional force also very little, be insufficiently resistant to slide
Move.
2), by bar planting 104 between supporting construction and support wale 102 can result antiskid the problem of, still, bar planting
Need to punching to supporting construction while 104, certain destruction is produced to supporting construction, to the supporting security presence of foundation ditch not
Sharp factor；In addition, the quantities of bar planting 104 is bigger toward contact, the construction quality to bar planting 104 requires also higher, meanwhile,
After the completion of bar planting 104, in addition it is also necessary to the quality testing of bar planting 104, the construction of waist rail concrete could be carried out after detection is qualified, to work
Phase influence is larger.
Utility model content
The purpose of this utility model is the support wale structure for providing antiskid, it is intended to solve in the prior art, support
Resistant slide measure between waist rail and supporting construction, exist be difficult to resistance sliding, construction work amount it is larger and influence construction work
The problem of phase.
The utility model is achieved in that the support wale structure of antiskid, including supporting construction and is connected to mixed
Support wale in solidifying soil support, the support wale is in lateral arrangement, and the supporting construction includes multiple separately arranging
Support pile, multiple antiskid keys separately arranged are provided with the support wale towards the side of the supporting construction, adjacent
There is interval region, the support pile is placed in the interval region, and the support pile is connected to institute between the antiskid key
State the side of antiskid key.
Further, along the support wale to the direction of supporting construction, the side of the antiskid key is formed towards tilted
Inclined plane, the support pile is connected to the inclined plane of the antiskid key.
Further, inclined plane arc-shaped recess inwardly, the support pile is embedded in the sunk part of the inclined plane.
Further, the inside of the antiskid key is provided with rinforcement bar, and the rinforcement bar is connected with the support wale.
Further, the rinforcement bar is in arranged in strips, and the middle part of the rinforcement bar is along the antiskid key length direction
It is disposed to extend, the two ends of the rinforcement bar are respectively embedded in the support wale.
Further, the rinforcement bar includes the horizontal segment and tilting section formed in the middle part of the antiskid key, the water
The two ends bending extension of flat section, forms the tilting section being placed in inside the antiskid key both sides, the end court of the tilting section
Outer extension, forms the insertion section being embedded in the support wale.
Further, provided with two support piles in the interval region, two support piles in the interval region,
Wherein connected described in one between support pile and support wale by bar planting.
Compared with prior art, the support wale structure for the antiskid that the utility model is provided, due to the branch of supporting construction
Fender pile is located in interval region, and is connected to the side of antiskid key, and supporting construction and support wale can be resisted using antiskid key
Between sliding, meet the antiskid requirement between support wale and supporting construction, so, then need not be backed up in support pile with branch
Bar planting between beam, reduces the damage to supporting construction, it is ensured that the integrality of supporting construction, furthermore, antiskid key can back up with branch
Beam is constructed simultaneously, and construction work amount is small, and does not interfere with the construction period.
Brief description of the drawings
Fig. 1 is the cut-away illustration of support wale structure of the prior art；
Fig. 2 is the cut-away illustration for the support wale structure that the utility model embodiment is provided；
Fig. 3 is the schematic internal view for the antiskid key that the utility model embodiment is provided.
Embodiment
In order that the purpose of this utility model, technical scheme and advantage are more clearly understood, below in conjunction with accompanying drawing and implementation
Example, the utility model is further elaborated.It should be appreciated that specific embodiment described herein is only to explain
The utility model, is not used to limit the utility model.
Realization of the present utility model is described in detail below in conjunction with specific embodiment.
Shown in reference picture 2, the preferred embodiment provided for the utility model.
The support wale structure for the antiskid that the present embodiment is provided is used in the inner supporting structure of foundation ditch.
The support wale structure of antiskid, including supporting construction and the support wale 102 that is connected on concrete support,
Support wale 102 is in lateral arrangement, and supporting construction includes multiple support piles 101 separately arranged.In the direction of support wale 102
The side of supporting construction is formed with multiple antiskid keys 105 separately arranged, and is formed with interval between adjacent antiskid key 105
Region 107, support pile 101 is placed in interval region 107, and support pile 101 is connected to the side of antiskid key 105.
The support wale structure of the antiskid of above-mentioned offer, because the support pile 101 of supporting construction is located at interval region 107
In, and the side of antiskid key 105 is connected to, it can resist the cunning between supporting construction and support wale 102 using antiskid key 105
Move, meet the antiskid requirement between support wale 102 and supporting construction, so, then need not be in support pile 101 and support wale
Bar planting 104 between 102, reduce damage to supporting construction, it is ensured that the integrality of supporting construction, furthermore, antiskid key 105 can be with
Support wale 102 is constructed simultaneously, and construction work amount is small, and does not interfere with the construction period.
In the present embodiment, along support wale 102 to the direction of supporting construction, the side of antiskid key 105 is in tilted layout inwardly,
Inclined plane is formed, so, support pile 101 is then connected in the inclined plane, is easy to supporting between antiskid key 105 and support pile 101
Connect cooperation.
Specifically, inclined plane so, after support pile 101 is connected in inclined plane, is embedded in inclination in arc-shaped recess inwardly
In the sunk part in face so that support pile 101 can be with the secure fit of antiskid key 105.
In the present embodiment, rinforcement bar is provided with antiskid key 105, the rinforcement bar is connected with support wale 102, so, led to
Crossing rinforcement bar can be so that antiskid key 105 be firm is connected with support wale 102.
Specifically, rinforcement bar is in strip, and its middle part is disposed to extend along the length direction of antiskid key 105, and its two ends is embedded in
In support wale 102.Rinforcement bar includes forming the horizontal segment 108 and tilting section 109 at the middle part of antiskid key 105, horizontal segment 108
Two ends bending extension, form the above-mentioned tilting section 109 that is placed in inside the both sides of antiskid key 105；The end of tilting section 109 is outwardly
Extension, forms the insertion section 110 being embedded in support wale 102.
Certainly, as other embodiment, the formation of rinforcement bar can also be not limited in the present embodiment in other settings
Shape.
In the present embodiment, in order to strengthen to connection more firm between support pile 101 and support wale 102, in spacer region
Two support piles 101 in domain 107, wherein being connected between a support pile 101 and support wale 102 by bar planting 104.
Preferred embodiment of the present utility model is the foregoing is only, it is all at this not to limit the utility model
Any modifications, equivalent substitutions and improvements made within the spirit and principle of utility model etc., should be included in the utility model
Protection domain within.
Claims (7)
1. the support wale structure of antiskid, it is characterised in that including supporting construction and the branch being connected on concrete support
Back up beam, the support wale is in lateral arrangement, and the supporting construction includes multiple support piles separately arranged, in the branch
Beam of backing up is provided with multiple antiskid keys separately arranged towards the side of the supporting construction, has between the adjacent antiskid key
There is interval region, the support pile is placed in the interval region, and the support pile is connected to the side of the antiskid key.
2. the support wale structure of antiskid as claimed in claim 1, it is characterised in that along the support wale to supporting knot
The direction of structure, the side of the antiskid key forms inclined plane, the support pile is connected to the inclination of the antiskid key towards tilted
Face.
3. the support wale structure of antiskid as claimed in claim 2, it is characterised in that the inclined plane is recessed towards arc
Fall into, the support pile is embedded in the sunk part of the inclined plane.
4. the support wale structure of the antiskid as described in any one of claims 1 to 3, it is characterised in that the antiskid key
Inside is provided with rinforcement bar, and the rinforcement bar is connected with the support wale.
5. the support wale structure of antiskid as claimed in claim 4, it is characterised in that the rinforcement bar is in arranged in strips,
The middle part of the rinforcement bar is disposed to extend along the antiskid key length direction, and the two ends of the rinforcement bar are respectively embedded in described
In support wale.
6. the support wale structure of antiskid as claimed in claim 5, it is characterised in that the rinforcement bar includes being formed in institute
The horizontal segment and tilting section in the middle part of antiskid key are stated, the two ends bending extension of the horizontal segment, formation is placed in the antiskid key two
The tilting section inside side, the end of the tilting section extends outwardly, and forms the insertion section being embedded in the support wale.
7. the support wale structure of the antiskid as described in any one of claims 1 to 3, it is characterised in that the interval region
In provided with two support piles, two support piles in the interval region, wherein support pile described in one and support wale it
Between connected by bar planting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720031194.0U CN206581274U (en) | 2017-01-10 | 2017-01-10 | The support wale structure of antiskid |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720031194.0U CN206581274U (en) | 2017-01-10 | 2017-01-10 | The support wale structure of antiskid |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206581274U true CN206581274U (en) | 2017-10-24 |
Family
ID=60111085
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720031194.0U Active CN206581274U (en) | 2017-01-10 | 2017-01-10 | The support wale structure of antiskid |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206581274U (en) |
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2017
- 2017-01-10 CN CN201720031194.0U patent/CN206581274U/en active Active
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