CN206768832U - Support, anchor cable post-tensioning H type component building enclosures before a kind of steel pipe - Google Patents
Support, anchor cable post-tensioning H type component building enclosures before a kind of steel pipe Download PDFInfo
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- CN206768832U CN206768832U CN201720008926.4U CN201720008926U CN206768832U CN 206768832 U CN206768832 U CN 206768832U CN 201720008926 U CN201720008926 U CN 201720008926U CN 206768832 U CN206768832 U CN 206768832U
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- steel pipe
- anchor cable
- tensioning
- support
- collar tie
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Abstract
It the utility model is related to support, the H type component building enclosures of anchor cable post-tensioning before a kind of steel pipe, it is characterised in that the building enclosure includes bear down on one collar tie beam, cement mixing pile, H types component and one group of steel pipe, one group of anchor cable；The H types component is inserted in cement mixing pile and is vertically arranged with the collar tie beam that bears down on one；One end of the steel pipe is connected with the collar tie beam that bears down on one, and with the angled setting of H types component；The anchor cable is set with the H types component in 15 °~85 ° angles, and is anchored at collar tie beam top of bearing down on one.The utility model has the advantages that：H types component is easy for construction to be prefabricated；Low cost, promote facility；Have reinforcement antiskid, earth-retaining, sealing multiple action concurrently, go along with sb. to guard him in the range of anti-slide performance, the resistance capacity to deformation of the soil body significantly improve.
Description
Technical field
The utility model belongs to base pit engineering technical field, and in particular to support, anchor cable post-tensioning H type components enclose before a kind of steel pipe
Protection structure.
Background technology
For the base pit engineering in the range of cutting depth 5m, the building enclosure form one used at present in existing support technology
As using Cement-soil Gravity enclosure wall, shaped steel Soil-cement Wall, slope excavate.
Cement-soil Gravity enclosure wall is characterized in " grid-like " soil cement of the soil-baffling structure by multiple row lap connection in length and breadth
Stake composition, the cement earth pile be using cement based material as curing agent, by Mixing Machine using shotcrete construction by curing agent and
Foundation soil stirs by force, formed lap connection, have the reinforcing body barricade of certain thickness and building-in depth, conduct oneself with dignity by wall,
The passive earth pressure stabilization wall of the following soil body in excavation of foundation pit face before wall bottom frictional resistance and wall, to meet the overall steady of enclosure wall
Fixed, stability against over turning, Against Sliding Stability and control deformation of wall etc. require.Its advantage is：Without support in general hole, it is easy to quickly dig
Soil, have the dual-use function of earth-retaining and sealing concurrently.Shortcoming is：Bit andits control ability is weaker, construction quality is unmanageable, economy
Typically.
Shaped steel Soil-cement Wall be in the triaxial cement stake of lap connection insert shaped steel formed compound earth-retaining every
Water-bound.Its advantage is：It is wider to be applicable soil property scope, it is small to surrounding environment influence, barrier performance is good, environmental protection and energy saving, is applicable soil
Layer scope wide, short time limit, reduced investment etc..Shortcoming is：For 5m within every meter of cost of foundation ditch it is higher and change with the duration, and
Construction requirement is higher, and cement piling quality is difficult to control.
It is a kind of Pit Excavation Methods for setting oblique slight slope using staying that slope, which is excavated, it is characterized in that under non-support measure,
By increasing width suitable for reading of cutting the earth, while take classification slope, bank protection, precipitation etc. to maintain the ancillary method of stability of slope, can prevent
Only native wall avalanche, stability of slope in digging process is kept, there is the advantages of duration is shorter, low cost, shortcoming is slope slope than wanting
Ask larger, stability of slope requirement and width requirement suitable for reading need to be met simultaneously, and surrounding enviroment are had a great influence.
In summary, current foundation pit supporting construction is depth 5m or so excavation area is big, construction space is small, goes along with sb. to guard him length
Spend long foundation ditch and also go along with sb. to guard him mode without both economical, safety, quick construction.
Utility model content
The purpose of this utility model is according in place of above-mentioned the deficiencies in the prior art, there is provided before a kind of steel pipe after support, anchor cable
Draw H type component building enclosures and its application process, the building enclosure by outside foundation ditch sideline certain distance set by the circle that bears down on one
The fabricated construction that beam, cement mixing method, H types component and one group of steel pipe, one group of anchor cable form, to reach enhancing Foundation Pit
Wall stability and the controllable purpose of building enclosure cost.
The utility model purpose is realized and completed by following technical scheme：
Support, anchor cable post-tensioning H type component building enclosures before a kind of steel pipe, it is characterised in that the building enclosure includes bearing down on one
Collar tie beam, cement mixing method, H types component and one group of steel pipe, one group of anchor cable；The H types component is inserted in cement mixing method
And be vertically arranged with the collar tie beam that bears down on one, one end of the steel pipe is connected with the collar tie beam that bears down on one, and with the H types component
Set in 15 °~85 ° angles；The anchor cable is set with the H types component in 15 °~85 ° angles, and is anchored at the collar tie beam that bears down on one
Top.
The steel pipe is at least made up of row's steel pipe, the anchor cable is at least made up of row's anchor cable.
The cement mixing method is made up of the five axle cement mixing methods or two row's twin shaft cement mixing piles of lap connection,
The H types component is inserted in the cement mixing method.
The insertion depth for applying depth and being more than H type components of the cement mixing method, and the excavation of both greater than foundation ditch is deep
Degree.
Described be connected refers to that the H types component, one end of steel pipe are whole and poured in the collar tie beam that bears down on one.
Described steel pipe is applied in oblique high-pressure rotary jet grouting pile.
The positioning hole and anchorage reserved when described anchor cable is poured by the collar tie beam that bears down on one are anchored at collar tie beam top of bearing down on one.
Described anchor cable construction one end in the soil body is provided with anchoring body.
Described anchor cable is used to carry out tensioning with command displacement.
The utility model has the advantages that having both reinforcement, earth-retaining, sealing multiple action, soil deformation is constrained, enhances base
Crater wall stability is cheated, can uprightly excavate, avoid the problem of conventional slope excavation method occupied ground face is big, while significantly reduce
The shortcomings of traditional cements soil gravity type enclosure wall scale of construction, overcomes its speed of application slow, and cost is high, and wall quality is difficult to control, and
Cost is controllable, overcome shaped steel Soil-cement Wall cost because the duration change the shortcomings that, can it is wide be applied to 7m within foundation ditch work
Journey；It is the characteristics of can conveniently being reclaimed using steel pipe and anchor cable, recyclable after construction, recycle, economy can increase greatly
By force.
Brief description of the drawings
Fig. 1 is foundation pit enclosure diagrammatic cross-section
1 bears down on one the anchoring body 9 of 27 anchor cable of cement mixing method 3H types component 4 steel pipe, 5 high-pressure rotary jet grouting pile, 6 accessory bed course of collar tie beam 8
The positioning hole of anchorage 10
Fig. 2, Fig. 3 are building enclosure horizontal layout form
1 bears down on one the anchorage of 2 cement mixing method 3H types component of collar tie beam 9
Fig. 4 is foundation pit enclosure diagrammatic cross-section after steel pipe is removed
1 bears down on one the anchoring body of 2 cement mixing method of collar tie beam, 37 anchor cable of H types component 5 high-pressure rotary jet grouting pile, 6 accessory bed course 8
The bottom plate of 9 anchorage, 10 positioning hole, 11 load transfering strip 12
Embodiment
The utility model is described in detail with specific embodiment below in conjunction with the accompanying drawings.The present embodiment is with the utility model
Implemented premised on technical scheme, give detailed embodiment and specific operating process, but guarantor of the present utility model
Shield scope is not limited to following embodiments.
Embodiment
As shown in figure 1, support, anchor cable post-tensioning H type component building enclosures before a kind of steel pipe, the building enclosure include the circle that bears down on one
4, one groups of beam 1, cement mixing method 2, H types component 3 and one group of steel pipe anchor cables 7.The H types component 3 is inserted in Soil-cement
Be vertically arranged in stake 2 and with the collar tie beam 1 that bears down on one, one end of the steel pipe 4 is connected with the collar tie beam 1 that bears down on one, and with institute
State the 2 angled setting of H types component.The anchor cable 7 is set with the H types component 3 in 15 °~85 ° angles, and is anchored at the circle that bears down on one
Liang1Ding.
Support, anchor cable post-tensioning H type component building enclosures, are applied using skirt piles machine X before a kind of steel pipe involved by the utility model
Work, it is concretely comprised the following steps：
1) smooth construction site, full pattern is released according to construction drawing；
2) after H types component 3 and steel pipe 4, the site acceptance of anchor cable 7, stack to the position for being easy to construction；
3) cement mixing method 2 is applied at a certain distance from being stepped back in foundation ditch sideline；
4) start machinery, step 2) the H types component 3 is vertically inserted in inside the step 3) cement mixing method 2, and
Its top certain length is reserved outside the step 3) cement mixing method 3；
5) on the inside of oblique foundation ditch construction high-pressure rotary jet grouting pile 5 to bottom of foundation ditch certain depth；
6) start manipulator, by the inserting step 5 of steel pipe 4) in constructed in high-pressure rotary jet grouting pile 5；
7) collar tie beam 1 that bears down on one is poured so that the integral structure in top of the H types component 3 and steel pipe 4, and
Wherein pre-buried anchorage 9 and positioning hole 10；
8) constructed after the collar tie beam 1 that bears down on one in 7) reaches intensity anchor cable 7, one end sets anchoring body 8 in the soil body, and the other end passes through
Pre-buried positioning hole 10 and anchorage 9 is anchored at the collar tie beam 1 that bears down on one and pushes up (anchor cable can anchoring or later stage tensioning again after tensioning)；
9) fluting uprightly excavates the soil body on the inside of the cement mixing method, and pours reinforced bed in time at hole bottom；
10) soil body in slope excavation pit, construct bottom plate 12 and load transfering strip 11；
11) after 10) bottom plate 12 and load transfering strip 11 reach intensity, support steel pipe 4 before removing；
12) construct after underground structure extremely ± 0.00, backfill.
Claims (9)
1. support, anchor cable post-tensioning H type component building enclosures before a kind of steel pipe, it is characterised in that the building enclosure includes the circle that bears down on one
Beam, cement mixing method, H types component and one group of steel pipe, one group of anchor cable；The H types component be inserted in cement mixing method and
It is vertically arranged with the collar tie beam that bears down on one, one end of the steel pipe is connected with the collar tie beam that bears down on one, and is in the H types component
15 °~85 ° angles are set；The anchor cable is set with the H types component in 15 °~85 ° angles, and is anchored at collar tie beam top of bearing down on one.
2. support, anchor cable post-tensioning H type component building enclosures before a kind of steel pipe according to claim 1, it is characterised in that described
Steel pipe is at least made up of row's steel pipe, the anchor cable is at least made up of row's anchor cable.
3. support, anchor cable post-tensioning H type component building enclosures before a kind of steel pipe according to claim 1, it is characterised in that described
Cement mixing method is made up of the five axle cement mixing methods or two row's twin shaft cement mixing piles of lap connection, in the soil cement
The H types component is inserted in mixing pile.
4. support, anchor cable post-tensioning H type component building enclosures before a kind of steel pipe according to claim 1, it is characterised in that described
The insertion depth for applying depth and being more than H type components of cement mixing method, and the both greater than cutting depth of foundation ditch.
5. support, anchor cable post-tensioning H type component building enclosures before a kind of steel pipe according to claim 1, it is characterised in that described
Be connected and refer to that the H types component, one end of steel pipe are whole and pour in the collar tie beam that bears down on one.
6. support, anchor cable post-tensioning H type component building enclosures before a kind of steel pipe according to claim 1, it is characterised in that described
Steel pipe be to apply in oblique high-pressure rotary jet grouting pile.
7. support, anchor cable post-tensioning H type component building enclosures before a kind of steel pipe according to claim 1, it is characterised in that described
Anchor cable positioning hole reserved when being poured by the collar tie beam that bears down on one and anchorage be anchored at collar tie beam top of bearing down on one.
8. support, anchor cable post-tensioning H type component building enclosures before a kind of steel pipe according to claim 1, it is characterised in that described
Anchor cable construction be provided with anchoring body in one end in the soil body.
9. support, anchor cable post-tensioning H type component building enclosures before a kind of steel pipe according to claim 1, it is characterised in that described
Anchor cable be used for carry out tensioning with command displacement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720008926.4U CN206768832U (en) | 2017-01-05 | 2017-01-05 | Support, anchor cable post-tensioning H type component building enclosures before a kind of steel pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720008926.4U CN206768832U (en) | 2017-01-05 | 2017-01-05 | Support, anchor cable post-tensioning H type component building enclosures before a kind of steel pipe |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206768832U true CN206768832U (en) | 2017-12-19 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720008926.4U Active CN206768832U (en) | 2017-01-05 | 2017-01-05 | Support, anchor cable post-tensioning H type component building enclosures before a kind of steel pipe |
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| CN (1) | CN206768832U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107882042A (en) * | 2017-12-27 | 2018-04-06 | 上海智平基础工程有限公司 | Supporting construction and its construction method are supportted before a kind of bellows |
| CN108277808A (en) * | 2017-01-05 | 2018-07-13 | 上海城地建设股份有限公司 | Support, anchor cable post-tensioning H-type component building enclosure and its application process before a kind of steel pipe |
-
2017
- 2017-01-05 CN CN201720008926.4U patent/CN206768832U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108277808A (en) * | 2017-01-05 | 2018-07-13 | 上海城地建设股份有限公司 | Support, anchor cable post-tensioning H-type component building enclosure and its application process before a kind of steel pipe |
| CN107882042A (en) * | 2017-12-27 | 2018-04-06 | 上海智平基础工程有限公司 | Supporting construction and its construction method are supportted before a kind of bellows |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 201806, B, Lane 518, Lane 1, Heng Yong Road, Shanghai, Jiading District 502-1 Co-patentee after: SHANGHAI CHENGDI ROCK-SOIL DESIGN Co.,Ltd. Patentee after: Shanghai chengdixiangjiang Data Technology Co.,Ltd. Address before: 201806, B, Lane 518, Lane 1, Heng Yong Road, Shanghai, Jiading District 502-1 Co-patentee before: SHANGHAI CHENGDI ROCK-SOIL DESIGN Co.,Ltd. Patentee before: SHANGHAI CHENGDI CONSTRUCTION Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder |