CN110424407A - A kind of foundation pit supporting construction that structural strength is high - Google Patents
A kind of foundation pit supporting construction that structural strength is high Download PDFInfo
- Publication number
- CN110424407A CN110424407A CN201910750254.8A CN201910750254A CN110424407A CN 110424407 A CN110424407 A CN 110424407A CN 201910750254 A CN201910750254 A CN 201910750254A CN 110424407 A CN110424407 A CN 110424407A
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- foundation pit
- pressure rings
- wall
- retaining wall
- pressure
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/10—Restraining of underground water by lowering level of ground water
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a kind of foundation pit supporting constructions that structural strength is high, it is related to Base hole supporting technology field, aim to solve the problem that the lower technical problem of branch retaining wall compression strength, its key points of the technical solution are that being provided along its length several pressure rings inside foundation pit, several pressure rings are sequentially connected and are located in the same horizontal plane, pressure rings end is fixedly connected with branch retaining wall inner wall, attachment beam is equipped between adjacent pressure rings, the two sides of connection ring are fixedly connected with two adjacent pressure rings respectively, and the both ends of attachment beam are fixedly connected with the two sides inner wall of branch retaining wall and perpendicular respectively；Pressure rings and attachment beam are formed by concreting, compression strength is high, when the soil layer of foundation pit surrounding applies the pressure of horizontal direction to branch retaining wall, stress is more evenly when circular pressure rings may make it to be under pressure, it may make pressure rings, supporting beam and attachment beam can integrally provide branch retaining wall to stablize support, compared to traditional mode, compression strength is higher.
Description
Technical field
The present invention relates to Base hole supporting technology fields, more specifically, it relates to a kind of pattern foundation pit supporting structure that structural strength is high
Structure.
Background technique
Pattern foundation pit supporting structure is the safety to guarantee Underground Construction and foundation pit surrounding environment, to foundation pit side-wall and surrounding enviroment
Supporting and retaining system, reinforcing and the safeguard measure of use.
Foundation pit supporting construction in the prior art is referring to shown in Fig. 7 comprising is fixedly arranged on the ring-like branch retaining wall of 1 inner wall of foundation pit
11, branch retaining wall 11 is equipped with fastening reinforcing bar 4, and the side wall of fastening reinforcing bar 4 is equipped with screw thread, and fastening reinforcing bar 4 is worn branch retaining wall 11 simultaneously
Screw in the soil layer of 1 surrounding of foundation pit, fastening reinforcing bar 4 is located at one end in branch retaining wall 11 and is installed with limit plate 41, limit plate 41 and
11 inner wall of branch retaining wall fits.It realizes the connection with 1 outside soil layer of foundation pit by the screw thread of fastening reinforcing bar 4, and passes through limit
Plate 41 realizes the Auxiliary support to branch retaining wall 11.
But the connection with 1 surrounding soil layer of foundation pit is only realized by the screw thread of fastening reinforcing bar 4, stability is poor, so that branch
Retaining wall 11 is difficult to obtain stable Auxiliary support, and the compression strength so as to cause branch retaining wall 11 is lower, therefore to be improved.
Summary of the invention
In view of the deficiencies of the prior art, the present invention intends to provide a kind of pattern foundation pit supporting structure knot that structural strength is high
Structure, with the higher advantage of compression strength.
To achieve the above object, the present invention provides the following technical scheme that
A kind of foundation pit supporting construction that structural strength is high, the ring-like branch retaining wall including being fixedly arranged on foundation pit inner sidewall, in the foundation pit
Portion is provided along its length several pressure rings, and several pressure rings are sequentially connected and are located in the same horizontal plane, the pressure
Power ring end is fixedly connected with branch retaining wall inner wall, and attachment beam, the two sides point of the connection ring are equipped between the adjacent pressure rings
Be not fixedly connected with two adjacent pressure rings, the both ends of the attachment beam be fixedly connected respectively with the two sides inner wall of branch retaining wall and
It is perpendicular.
By using above-mentioned technical proposal, pressure rings are stably connected with branch retaining wall by attachment beam realization, pressure rings and company
It connects beam and forms inner support component, and formed by concreting, compression strength is high.By pressure rings as main compression structure
Part, when the soil layer of foundation pit surrounding applies the pressure of horizontal direction to branch retaining wall, circular pressure rings may make it to be pressed
Stress more evenly, that is, may make pressure rings, supporting beam and attachment beam can integrally provide branch retaining wall to stablize support when power, compared to
Traditional mode, compression strength are higher.
Further, several supporting beams are equipped between the pressure rings and branch retaining wall, several equal levels of supporting beam are set
It sets, the both ends of several supporting beams are fixedly connected with pressure rings outer wall and branch retaining wall inner wall respectively.
By using above-mentioned technical proposal, supporting beam can increase the connective stability between pressure rings and branch retaining wall, pass through
Supporting beam may make pressure ring-side wall to be attached everywhere with branch retaining wall, that is, may make the stress of pressure rings more evenly, so that
Pressure rings are more stable to the support of branch retaining wall.
Further, support reinforcement planting is embedded in the supporting beam, the support reinforcement planting is backwards to one end of pressure rings
It wears to branch retaining wall, the support reinforcement planting is installed with anticreep cone backwards to one end of pressure rings, and the anticreep cone is located at
In branch retaining wall, the tip of the anticreep cone is backwards to pressure rings.
By using above-mentioned technical proposal, the anticreep cone of reinforcement planting end is supported to may make the supporting beam after pouring molding
It is not easy to loosen with branch retaining wall, further improves the stability of supporting beam Yu branch retaining wall connection status.
Further, it is circumferentially with the pre- bar planting of pressure along it in the pressure rings, the support reinforcement planting is close to pressure rings
One section of outside be equipped with fastening block, the fastening block is located in pressure rings, and the fastening block side wall is equipped with fastener hole, the branch
Support reinforcement planting is threadedly coupled with fastener hole, and the fastening block bottom wall is equipped with the binding groove plugged for the pre- bar planting of pressure.
By using above-mentioned technical proposal, by support the fastening block of reinforcement planting end can be rapidly completed support reinforcement planting with
The fastening of the pre- bar planting of pressure, rotation fastening block are adjusted position of the fastening block relative to support reinforcement planting, are adjusted to suitable position
Afterwards, the pre- bar planting of pressure is plugged to binding groove, support reinforcement planting hereafter may make to be not easy along its axial and pre- bar planting of pressure
It loosens, that is, may make the high stability between supporting beam and pressure rings.Further improve the resistance to compression of this case entirety
Intensity.
Further, the binding groove inner wall is equipped with pin hole in the horizontal direction, and pin shaft, the pin are inserted in the pin hole
The end of axis is protruded into binding groove and is located at below the pre- bar planting of pressure.
Pin shaft is plugged to pin hole after the pre- bar planting of pressure is plugged to binding groove by using above-mentioned technical proposal,
And the end of pin shaft is extended in binding groove, so that pin shaft is connected to the lower section of the pre- bar planting of pressure, it can further limit pressure
The pre- bar planting of power skids off binding groove, improves the stability after the pre- bar planting of pressure is plugged to binding groove.
Further, the pin shaft and pin hole clearance fit, the pin shaft outer wall are installed with elastic cushion, the elastic cushion with
Pin hole interference abuts.
By using above-mentioned technical proposal, after pin shaft is plugged to pin hole, elastic cushion outer wall and pin hole inner wall keep one
Constant-pressure, after by the maximum static friction force between elastic cushion outer wall and pin hole inner wall pin shaft being plugged to pin hole not
Easily voluntarily skid off.
Further, the both ends of the pin shaft are equipped with flexible limit ball, and the diameter of the flexible limit ball is greater than pin hole
Internal diameter, the two flexible limit balls are fixedly connected with the two sides of elastic cushion respectively, and the two flexible limit balls are located at pin hole
The open outer side at both ends.
By using above-mentioned technical proposal, when by needing to plug pin shaft to pin hole, flexible limit ball compressive deformation, with
It plugs convenient for pin shaft to pin hole, after the end of pin shaft is protruded into binding groove, flexible limit ball restores deformation, hereafter can lead to
The flexible limit ball limitation pin shaft for crossing two sides voluntarily slips away pin hole, and pin shaft can be realized and support to stablizing for the pre- bar planting of pressure, into
One step improves the state stability after the pre- bar planting of pressure is installed to binding groove.
Further, the side wall of the attachment beam towards pressure at both sides ring is vertically equipped with several reinforcing beams, the reinforcement
Beam is fixedly connected far from one end of attachment beam with pressure rings.
By using above-mentioned technical proposal, reinforcing beam may make the connection status between pressure rings and attachment beam more stable,
Several reinforcing beams can share the stress of pressure rings Yu attachment beam junction, so that the stress of attachment beam everywhere is more evenly.
Further, the foundation pit bottom wall is located at being surrounded by the inside of the branch retaining wall and several is arranged along the vertical direction
Dewatering well, the foundation pit outside, which is located at, is surrounded by several inverted wells on the outside of branch retaining wall.
By using above-mentioned technical proposal, dewatering well can reduce below foundation pit convenient for the underground ponding at foundation pit to be discharged
Level of ground water, the level of ground water of surrounding area declines therewith at this time, so that the soil layer construction around foundation pit is uneven, causes to sink
Drop or cracking, at this time by the groundwater recharge to inverted well that will be discharged in dewatering well, that is, may make the soil at inverted well
Layer structure is more stable, so that range of the radius of influence at dewatering well without departing from inverted well.
Further, the top open part of the foundation pit is circumferentially with slope protection, side of the slope protection far from foundation pit along it
Shuting is circumferentially with along it.
By using above-mentioned technical proposal, shuting can rainwater to earth's surface on the outside of foundation pit or other surface water cut
It is disconnected, it prevents excessive rainwater or the surface water from flowing into foundation pit, influences the soil layer intensity in foundation pit.Slope protection is matched with shuting can
So that the soil layer of foundation pit top open part is not easy to be lost because of rain drop erosion to foundation pit, slope protection be may make against foundation pit opening
Soil layer intensity it is more stable.
In conclusion the invention has the following advantages:
1, using several pressure rings are provided along its length inside foundation pit, several pressure rings are sequentially connected and are located at same
In horizontal plane, pressure rings end is fixedly connected with branch retaining wall inner wall, and attachment beam, the two sides of connection ring are equipped between adjacent pressure rings
It is fixedly connected respectively with two adjacent pressure rings, the both ends of attachment beam are fixedly connected respectively with the two sides inner wall of branch retaining wall and phase
Vertically；Pressure rings are stably connected with branch retaining wall by attachment beam realization, and pressure rings and attachment beam form inner support component, and pass through
Concreting molding, compression strength are high.By pressure rings as main compression member, when the soil layer of foundation pit surrounding is to supporting
When wall applies the pressure of horizontal direction, stress more evenly, that is, may make pressure when circular pressure rings may make it to be under pressure
Power ring, supporting beam and attachment beam, which can integrally provide branch retaining wall, stablizes support, and compared to traditional mode, compression strength is higher；
2, it is located at using foundation pit bottom wall and is surrounded by several dewatering wells being arranged along the vertical direction, base on the inside of branch retaining wall
Hole outside, which is located at, is surrounded by several inverted wells on the outside of branch retaining wall；Dewatering well can be convenient for arranging in the underground ponding at foundation pit
Out, the level of ground water below foundation pit is reduced, the level of ground water of surrounding area declines therewith at this time, so that the soil layer knot around foundation pit
Structure is uneven, causes to settle or crack, at this time by that can make in the groundwater recharge to inverted well that will be discharged in dewatering well
The soil layer construction obtained at inverted well is more stable, so that range of the radius of influence at dewatering well without departing from inverted well.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the present embodiment；
Fig. 2 is in the present embodiment for embodying the cross-sectional view of slope protection Yu shuting positional relationship；
Fig. 3 is in the present embodiment for embodying the cross-sectional view of supporting beam Yu branch retaining wall connection relationship；
Fig. 4 is in the present embodiment for embodying the dismantling schematic diagram of pressure rings Yu supporting beam connection relationship；
Fig. 5 is in the present embodiment for embodying the structural schematic diagram of support reinforcement planting and the pre- bar planting connection relationship of pressure；
Fig. 6 is in the present embodiment for embodying the cross-sectional view of support reinforcement planting and the pre- bar planting connection relationship of pressure；
Fig. 7 is background technique attached drawing.
In figure: 1, foundation pit；11, branch retaining wall；12, pressure rings；121, the pre- bar planting of pressure；13, attachment beam；131, reinforcing beam；
14, supporting beam；15, dewatering well；16, inverted well；17, slope protection；18, shuting；19, concrete layer；2, reinforcement planting is supported；21,
Anticreep cone；3, fastening block；30, fastener hole；300, binding groove；31, pin shaft；310, pin hole；32, elastic cushion；33, flexible limit
Ball；4, reinforcing bar is fastened；41, limit plate.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail.
Embodiment:
A kind of foundation pit supporting construction that structural strength is high, referring to Fig.1 comprising pour the ring-like branch for being fixed on 1 inner sidewall of foundation pit
Retaining wall 11, several pressure rings 12 are provided along its length inside foundation pit 1, and pressure rings 12 are annular shape.Several pressure rings 12 according to
It is secondary to be connected and be located in the same horizontal plane.Between adjacent pressure rings 12 by be equipped with attachment beam 13, the two sides of connection ring respectively with
Two adjacent pressure rings 12 are by pouring fixation.The both ends of attachment beam 13 are solid by pouring with the two sides inner wall of branch retaining wall 11 respectively
It is fixed and perpendicular.
Referring to Fig.1, the side wall of attachment beam 13 towards pressure at both sides ring 12 is vertically equipped with several reinforcing beams 131, Ruo Ganjia
Brutal 131 is integrally formed by pouring with attachment beam 13, and the one end of reinforcing beam 131 far from attachment beam 13 is with pressure rings 12 by pouring
Build integrated molding.
Referring to Fig.1,12 outer wall of pressure rings and 11 inner wall of branch retaining wall are by pouring fixation.Between pressure rings 12 and branch retaining wall 11
Equipped with several supporting beams 14, several supporting beams 14 are horizontally disposed, the both ends of several supporting beams 14 respectively with 12 outer wall of pressure rings
And 11 inner wall of branch retaining wall is by pouring fixation.
Referring to Fig.1,1 bottom wall of foundation pit, which is located at, is surrounded by dewatering well 15, several dewatering wells 15 close to 11 inside of branch retaining wall
It is arranged along the vertical direction.It is located on the outside of foundation pit 1 and is surrounded by several inverted wells 16 close to 11 outside of branch retaining wall.
Referring to Fig. 2, foundation pit 1(is referring to Fig.1) top open part pass through concreting along its circumferential direction and form slope protection 17, shield
Slope 17 is lower than one end far from foundation pit 1 towards one end of foundation pit 1.Slope protection 17 is towards one end of foundation pit 1 and the roof of branch retaining wall 11
It is fixedly linked by pouring.A lateral edge of the slope protection 17 far from foundation pit 1 its be circumferentially with shuting 18.Preferably, in shuting 18
Wall is equipped with concrete layer 19.
Referring to Fig. 3, be embedded with support reinforcement planting 2 in supporting beam 14, support reinforcement planting 2 backwards to pressure rings 12(referring to Fig.1)
One end insertion branch retaining wall 11 in, support reinforcement planting 2 backwards to one end of pressure rings 12 integrally formed with anticreep cone 21, anticreep cone
Body 21 is located in branch retaining wall 11, the tip of anticreep cone 21 backwards to pressure rings 12(referring to Fig.1).
Referring to Fig. 4, it is circumferentially with the pre- bar planting 121 of pressure along it in pressure rings 12, supports reinforcement planting 2 close to pressure rings 12
One section of outside is equipped with fastening block 3, and fastening block 3 is located in pressure rings 12；
Referring to Fig. 5,3 side wall of fastening block is equipped with fastener hole 30, and support reinforcement planting 2 is threadedly coupled with fastener hole 30,3 bottom wall of fastening block
Equipped with binding groove 300, the pre- bar planting 121 of pressure is plugged to binding groove 300.
Referring to Fig. 6,300 inner wall of binding groove is equipped with pin hole 310 in the horizontal direction, pin shaft 31, pin shaft is inserted in pin hole 310
31 end is protruded into binding groove 300 and is located at pre- 121 lower section of bar planting of pressure.
Referring to Fig. 6, pin shaft 31 and 310 clearance fit of pin hole, the flexible pad 32 of 31 outer wall cementation of pin shaft, elastic cushion 32 is preferably
It is rubber material, elastic cushion 32 is abutted with 310 interference of pin hole.
Referring to Fig. 6, the both ends of pin shaft 31 are equipped with flexible limit ball 33, and flexible limit ball 33 is preferably rubber material, soft
Property spacing ball 33 diameter be greater than pin hole 310 internal diameter.Two flexible limit balls 33 are integrally formed with the two sides of elastic cushion 32 respectively,
Two flexible limit balls 33 are located at the open outer side at 310 both ends of pin hole.
Working principle is as follows: pressure rings 12 and branch retaining wall 11 are realized to stablize and be connected by attachment beam 13 and several supporting beams 14
It connects, and is stably connected between pressure rings 12 and attachment beam 13 by several reinforcing beams 131.Pressure rings 12, supporting beam 14 and connection
Beam 13 forms inner support component, and is formed by concreting, and compression strength is high.Main compression is used as by pressure rings 12
Component, when the soil layer of 1 surrounding of foundation pit applies the pressure of horizontal direction to branch retaining wall 11, circular pressure rings 12 may make it
Stress more evenly, that is, may make pressure rings 12, supporting beam 14 and 13 entirety of attachment beam that can provide branch retaining wall 11 when being under pressure
Stablize support, compared to traditional mode, compression strength is higher.
In addition, by dewatering well 15 underground water of 1 lower section of foundation pit can be reduced convenient for the underground ponding at foundation pit 1 to be discharged
Position, the level of ground water of surrounding area declines therewith at this time so that the soil layer construction around foundation pit 1 is uneven, cause sedimentation or
Cracking, at this time by the groundwater recharge to inverted well 16 that will be discharged in dewatering well 15, that is, may make the soil at inverted well 16
Layer structure is more stable, so that range of the radius of influence at dewatering well 15 without departing from inverted well 16.
In addition, the supporting beam 14 after supporting the anticreep cone 21 of 2 end of reinforcement planting to may make pouring molding is not easy and supporting
Wall 11 loosens, and further improves the stability of supporting beam 14 Yu 11 connection status of branch retaining wall.
In addition, support reinforcement planting 2 and the pre- bar planting 121 of pressure can be rapidly completed by the fastening block 3 of support 2 end of reinforcement planting
Fastening, rotation fastening block 3 be adjusted fastening block 3 relative to support reinforcement planting 2 position, after being adjusted to suitable position, will press
The pre- bar planting 121 of power is plugged to binding groove 300, is hereafter plugged pin shaft 31 to pin hole 310, and the end of pin shaft 31 is stretched
To binding groove 300, so that pin shaft 31 is connected to the lower section of the pre- bar planting 121 of pressure, the pre- bar planting 121 of pressure can be limited and skidded off tightly
Gu hereafter slot 300 may make support reinforcement planting 2 to be not easy axially to loosen with the pre- bar planting 121 of pressure along it, that is, may make branch
Support the high stability between beam 14 and pressure rings 12.Further improve the compression strength of this case entirety.
In addition, by shuting 18 can rainwater to 1 outside earth's surface of foundation pit or other surface water be truncated, prevent excess
Rainwater or the surface water flow into foundation pit 1 in, influence the soil layer intensity in foundation pit 1.And shuting may make by concrete layer 19
Ponding in 18 is not easy to permeate downwards.I.e. so that the intensity against the soil layer in 1 outside of foundation pit is more stable.
In addition, being matched by slope protection 17 with shuting 18 may make the soil layer of 1 top open part of foundation pit to be not easy because of rainwater
It washes away and is lost to foundation pit 1, slope protection 17 may make the intensity of the soil layer against 1 opening of foundation pit more stable.
This specific embodiment is only explanation of the invention, is not limitation of the present invention, those skilled in the art
Member can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but as long as at this
All by the protection of Patent Law in the scope of the claims of invention.
Claims (10)
1. a kind of foundation pit supporting construction that structural strength is high, the ring-like branch retaining wall (11) including being fixedly arranged on foundation pit (1) inner sidewall,
It is characterized in that: being provided along its length several pressure rings (12) inside the foundation pit (1), several pressure rings (12) are successively
It is connected and is located in the same horizontal plane, pressure rings (12) end is fixedly connected with branch retaining wall (11) inner wall, the adjacent pressure
Attachment beam (13) are equipped between power ring (12), the two sides of the connection ring are fixedly connected with adjacent two pressure rings (12) respectively,
The both ends of the attachment beam (13) are fixedly connected with the two sides inner wall of branch retaining wall (11) and perpendicular respectively.
2. a kind of high foundation pit supporting construction of structural strength according to claim 1, it is characterised in that: the pressure rings
(12) several supporting beams (14) are equipped between branch retaining wall (11), several supporting beams (14) are horizontally disposed, several described
The both ends of supporting beam (14) are fixedly connected with pressure rings (12) outer wall and branch retaining wall (11) inner wall respectively.
3. a kind of high foundation pit supporting construction of structural strength according to claim 2, it is characterised in that: the supporting beam
(14) support reinforcement planting (2) is embedded in, support reinforcement planting (2) wears backwards to the one end of pressure rings (12) to branch retaining wall
(11) in, support reinforcement planting (2) is installed with anticreep cone (21) backwards to the one end of pressure rings (12), the anticreep cone
(21) it is located in branch retaining wall (11), the tip of the anticreep cone (21) is backwards to pressure rings (12).
4. a kind of high foundation pit supporting construction of structural strength according to claim 2, it is characterised in that: the pressure rings
(12) the pre- bar planting of pressure (121), one section of outside of support reinforcement planting (2) close to pressure rings (12) are circumferentially with along it in
Equipped with fastening block (3), the fastening block (3) is located in pressure rings (12), and fastening block (3) side wall is equipped with fastener hole (30),
The support reinforcement planting (2) is threadedly coupled with fastener hole (30), and fastening block (3) bottom wall is equipped with for the pre- bar planting of pressure (121)
The binding groove (300) plugged.
5. a kind of high foundation pit supporting construction of structural strength according to claim 4, it is characterised in that: the binding groove
(300) inner wall is equipped with pin hole (310) in the horizontal direction, is inserted with pin shaft (31) in the pin hole (310), the pin shaft (31)
End is protruded into binding groove (300) and is located at below the pre- bar planting of pressure (121).
6. a kind of high foundation pit supporting construction of structural strength according to claim 5, it is characterised in that: the pin shaft (31)
With pin hole (310) clearance fit, pin shaft (31) outer wall is installed with elastic cushion (32), the elastic cushion (32) and pin hole
(310) interference abuts.
7. a kind of high foundation pit supporting construction of structural strength according to claim 6, it is characterised in that: the pin shaft (31)
Both ends be equipped with flexible limit ball (33), the diameter of the flexible limit ball (33) is greater than the internal diameter of pin hole (310), and two is described soft
Property spacing ball (33) is fixedly connected with the two sides of elastic cushion (32) respectively, and the two flexible limit balls (33) are located at pin hole
(310) open outer side at both ends.
8. a kind of high foundation pit supporting construction of structural strength according to claim 1, it is characterised in that: the attachment beam
(13) several reinforcing beams (131) vertically are equipped with towards the side wall of pressure at both sides ring (12), the reinforcing beam (131) is far from connection
One end of beam (13) is fixedly connected with pressure rings (12).
9. a kind of high foundation pit supporting construction of structural strength according to claim 1, it is characterised in that: the foundation pit (1)
Bottom wall, which is located at, is surrounded by several dewatering wells (15) being arranged along the vertical direction, the foundation pit on the inside of branch retaining wall (11)
(1) outside, which is located at, is surrounded by several inverted wells (16) on the outside of branch retaining wall (11).
10. a kind of high foundation pit supporting construction of structural strength according to claim 1, it is characterised in that: the foundation pit (1)
Top open part be circumferentially with slope protection (17) along it, the slope protection (17) far from foundation pit (1) a lateral edge its be circumferentially with cut
Sink (18).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910750254.8A CN110424407A (en) | 2019-08-14 | 2019-08-14 | A kind of foundation pit supporting construction that structural strength is high |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910750254.8A CN110424407A (en) | 2019-08-14 | 2019-08-14 | A kind of foundation pit supporting construction that structural strength is high |
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| Publication Number | Publication Date |
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| CN110424407A true CN110424407A (en) | 2019-11-08 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201910750254.8A Pending CN110424407A (en) | 2019-08-14 | 2019-08-14 | A kind of foundation pit supporting construction that structural strength is high |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006517628A (en) * | 2003-02-14 | 2006-07-27 | ハン マン ヨプ | Prestressed temporary structure |
| KR20130112202A (en) * | 2012-04-03 | 2013-10-14 | (주)지오알앤디 | Earth retaining structure having beam |
| DE112012004108T5 (en) * | 2011-10-19 | 2014-07-10 | Paul Breen | CONSTRUCTION BOX SYSTEM AND METHOD |
| CN204225131U (en) * | 2014-10-11 | 2015-03-25 | 黄捷 | A kind of foundation pit supporting construction |
| CN106013167A (en) * | 2016-07-07 | 2016-10-12 | 上海建工建集团有限公司 | Partitioning supporting structure and method for large, long and deep foundation pit |
-
2019
- 2019-08-14 CN CN201910750254.8A patent/CN110424407A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006517628A (en) * | 2003-02-14 | 2006-07-27 | ハン マン ヨプ | Prestressed temporary structure |
| DE112012004108T5 (en) * | 2011-10-19 | 2014-07-10 | Paul Breen | CONSTRUCTION BOX SYSTEM AND METHOD |
| KR20130112202A (en) * | 2012-04-03 | 2013-10-14 | (주)지오알앤디 | Earth retaining structure having beam |
| CN204225131U (en) * | 2014-10-11 | 2015-03-25 | 黄捷 | A kind of foundation pit supporting construction |
| CN106013167A (en) * | 2016-07-07 | 2016-10-12 | 上海建工建集团有限公司 | Partitioning supporting structure and method for large, long and deep foundation pit |
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