CN207079597U - It is a kind of tiltedly to throw support support system - Google Patents
It is a kind of tiltedly to throw support support system Download PDFInfo
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- CN207079597U CN207079597U CN201721057635.0U CN201721057635U CN207079597U CN 207079597 U CN207079597 U CN 207079597U CN 201721057635 U CN201721057635 U CN 201721057635U CN 207079597 U CN207079597 U CN 207079597U
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Abstract
The utility model discloses a kind of support support system of tiltedly throwing to support including tiltedly throwing, the upper end for tiltedly throwing support is connected with the collar tie beam on fender post top, the lower end for tiltedly throwing support is connected by pre-embedded steel slab on bracket with steel corbel, the oblique throwing support of setting, needs guiding through structure outer and sole plate and foundation platform；For tiltedly throwing support through structure outer and sole plate region, weldering knot steel plate for sealing water in support need to be thrown oblique；Described steel corbel is arranged on add-in card top, and cushion cap or sole plate based on described add-in card top, bottom is engineering pile；Engineering pile need to be anchored in add-in card, the reinforcing bar of engineering pile, need guiding through add-in card, and code requirement need to be met by anchoring into foundation platform, anchorage length；Structure roof is placed in the top for tiltedly throwing support, and one end is fixedly connected with structure outer；It is foundation ditch backfill between fender post and structure outer.It is the basic support replacement set between fender post and foundation platform, the method is simple to operate, also has and saves duration and convenience.
Description
Technical field
The present invention relates to building engineering field, more specifically to tiltedly throws support support system.
Background technology
Accelerate with the paces of Urbanization in China, the utilization of the underground space obtain fast development, base pit engineering
More and more common, thus the design and construction technique of going along with sb. to guard him of foundation ditch also continues to develop therewith.Base pit engineering is temporary supporting knot
Structure, only acted in the basement excavation stage, so in Foundation Pit Support Design, generally require comprehensive surrounding enviroment, soil property
Situation, foundation ditch dig the factor consideration building enclosure form such as depth, structure safety, construction costs, convenient construction and duration.Traditional is oblique
Sole plate can not be met while construct by throwing support supporting, and sole plate needs to set post-cast strips more, the risk of increase bottom plate infiltration, and
Digging is drawn in hole when staying soil to cheat, and efficiency is low and construction loads has adverse effect to foundation ditch, now supporting construction and side wall soil
Layer can produce great deformation, so as to seriously affect the safety of base pit engineering.
Utility model content
The purpose of this utility model is overcome the deficiencies in the prior art, there is provided a kind of Novel inclined throws the supporting construction of support, can
Solve under former traditional tiltedly throwing support, the problem of bringing shoveling inefficient is dug in Foundation Pit side after staying soil, and oblique throw supports supporting shape in addition
Sole plate can be achieved under formula to construct simultaneously, stay post-cast strip less, reduce the risk of sole plate infiltration.
A kind of tiltedly to throw support support system, the system mainly includes：Including tiltedly throwing support, the upper end for tiltedly throwing support and fender post
The collar tie beam connection on top, the lower end for tiltedly throwing support are connected by pre-embedded steel slab on bracket with steel corbel, the oblique throwing support of setting, are needed guiding through
Structure outer and sole plate and foundation platform；For tiltedly throwing support through structure outer and sole plate region, support need to be thrown oblique
Upper weldering knot steel plate for sealing water；Described steel corbel is arranged on add-in card top, cushion cap or basis based on described add-in card top
Bottom plate, bottom are engineering pile；Engineering pile need to be anchored in add-in card at least 50mm, the reinforcing bar of engineering pile, need guiding through add-in card, anchoring
Enter foundation platform, anchorage length need to meet code requirement；It is water-stop curtain on the outside of building enclosure, structure on the outside of described fender post
Top plate is placed in the top for tiltedly throwing support, and one end is fixedly connected with structure outer；It is foundation ditch backfill between fender post and structure outer.
Basic support replacement between fender post and foundation platform to set.
Beneficial effect：Compared with prior art, the design for supportting and having steel plate for sealing water with the position of the handing-over of structure outer is tiltedly thrown,
Prevent the junction building structure from phenomena such as leak, infiltration occur.In addition sole plate can be achieved under support support form in oblique throw
Construct simultaneously, set post-cast strip less, and cheat side and stay the excavation that carries out of soil to provide efficiency and security.The support system is not only simple easy
Operation, but also with saving duration and convenience.
Brief description of the drawings
Fig. 1 is the oblique scheme diagrammatic cross-section for throwing support support form lower shoe while construction；
Fig. 2 is the oblique plan schematic diagram for throwing support support form lower shoe while construction；
In figure：1st, engineering pile；2nd, add-in card；3rd, sole plate；4th, soil is stayed on hole side；5th, support is tiltedly thrown；6th, pre-buried steel on bracket
Plate；7th, blinding layer；8th, basic support replacement；9th, concrete collar tie beam；10th, fender post；11st, water-stop curtain；12nd, structure outer；13rd, structure top
Plate；14th, steel plate for sealing water；15th, steel corbel (steel concrete bracket)；16th, foundation platform；17th, engineering pile reinforcing bar；18th, foundation ditch backfill.
Embodiment
It is further details of to illustrate the present invention with reference to specific embodiment, it should be understood that these embodiments are merely to illustrate
The utility model rather than limitation the scope of the utility model, after the utility model has been read, those skilled in the art
Modification to the various equivalent form of values of the present utility model falls within the application appended claims limited range.
As shown in figure 1, tiltedly throwing support support system the invention provides a kind of, including support 5 is tiltedly thrown, it is described tiltedly to throw the upper of support 5
End is connected with the collar tie beam 9 on the top of fender post 10, and the lower end for tiltedly throwing support 5 is connected by pre-embedded steel slab on bracket 6 with steel corbel 15, if
The oblique throwing support 5 put, needs guiding through structure outer 12 and sole plate 3 and foundation platform 16；Structure outer 12 is passed through for tiltedly throwing support 5
With the region of sole plate 3, weldering knot steel plate for sealing water 14 in support need to be thrown oblique；Described steel corbel 15 is arranged on the top of add-in card 2, institute
Cushion cap 16 or sole plate 3 based on the top of add-in card 2 stated, bottom are engineering pile 1；Engineering pile 1 need to be anchored in add-in card 2 to
Few 50mm, the reinforcing bar 17 of engineering pile 1, needs guiding through add-in card 2, code requirement need to be met by anchoring into foundation platform 16, anchorage length；
The outside of described fender post 10 is water-stop curtain 11 on the outside of building enclosure, and structure roof 13 is placed in the top for tiltedly throwing support 5, one end with
Structure outer 12 is fixedly connected；It is foundation ditch backfill 18 between fender post 10 and structure outer 12.Fender post 10 and foundation platform
Basic support replacement 8 between 16 to set.Could solve tiltedly to throw support support form lower shoe with this structure while construction and hole side are pre-
The problem of staying earth excavation difficulty.
Claims (3)
1. a kind of tiltedly throw support support system, it is characterised in that：Including tiltedly throwing support (5), the upper end for tiltedly throwing support (5) and fender post
(10) collar tie beam (9) connection on top, the lower end for tiltedly throwing support (5) are connected by pre-embedded steel slab on bracket (6) with steel corbel (15), if
The oblique throwing support (5) put, needs guiding through structure outer (12) and sole plate (3) and foundation platform (16)；Described steel corbel (15)
It is arranged on add-in card (2) top, cushion cap (16) or sole plate (3), bottom are engineering based on described add-in card (2) top
Stake (1)；Engineering pile (1) need to be anchored in add-in card (2), the reinforcing bar (17) of engineering pile (1), need guiding through add-in card (2), anchor into base
Plinth cushion cap (16)；It is placed in tiltedly for water-stop curtain (11) on the outside of building enclosure, structure roof (13) on the outside of described fender post (10)
The top of support (5) is thrown, one end is fixedly connected with structure outer (12)；Returned between fender post (10) and structure outer (12) for foundation ditch
Banket (18)；Basic support replacement (8) between fender post (10) and foundation platform (16) to set.
2. a kind of tiltedly throw according to claim 1 supports support system, it is characterised in that：Structure is passed through for tiltedly throwing support (5)
The region of exterior wall (12) and sole plate (3), weldering knot steel plate for sealing water (14) in support need to be thrown oblique.
3. a kind of tiltedly throw according to claim 1 supports support system, it is characterised in that：Engineering pile (1) need to be anchored in additional
Plate (2) at least 50mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721057635.0U CN207079597U (en) | 2017-08-22 | 2017-08-22 | It is a kind of tiltedly to throw support support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721057635.0U CN207079597U (en) | 2017-08-22 | 2017-08-22 | It is a kind of tiltedly to throw support support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207079597U true CN207079597U (en) | 2018-03-09 |
Family
ID=61420886
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721057635.0U Expired - Fee Related CN207079597U (en) | 2017-08-22 | 2017-08-22 | It is a kind of tiltedly to throw support support system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207079597U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107476313A (en) * | 2017-08-22 | 2017-12-15 | 江苏省岩土工程公司 | A kind of method tiltedly thrown support support system and constructed simultaneously with sole plate |
-
2017
- 2017-08-22 CN CN201721057635.0U patent/CN207079597U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107476313A (en) * | 2017-08-22 | 2017-12-15 | 江苏省岩土工程公司 | A kind of method tiltedly thrown support support system and constructed simultaneously with sole plate |
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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: 20180309 Termination date: 20190822 |