CN108035360B - A method of for pattern foundation pit supporting structure - Google Patents
A method of for pattern foundation pit supporting structure Download PDFInfo
- Publication number
- CN108035360B CN108035360B CN201711347486.6A CN201711347486A CN108035360B CN 108035360 B CN108035360 B CN 108035360B CN 201711347486 A CN201711347486 A CN 201711347486A CN 108035360 B CN108035360 B CN 108035360B
- Authority
- CN
- China
- Prior art keywords
- column
- bar shaped
- shaped support
- foundation
- building enclosure
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Classifications
-
- 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
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Foundations (AREA)
Abstract
The invention discloses a kind of methods for pattern foundation pit supporting structure, it is related to Geotechnical Engineering field, method includes the following steps: first, in design position while building enclosure of constructing, buttress stake column and pile foundation column, then in the top of building enclosure construction crown beam, then expose at the top that the earthwork to the buttress stake arranges in excavation pit, then in the top construction bar shaped support of buttress stake column, it constructs in the building enclosure below the crown beam purlin, and brace is set up between the bar shaped support and the purlin, use the mode of falling basin excavation by margin of foundation pit earth excavation to bottom of foundation ditch later, then in the top construction end bay bottom plate of pile foundation column, then the construction oblique pull arm between the bar shaped support and the end bay bottom plate, so that effectively being connected between the bar shaped support and the end bay bottom plate；Main body construction difficulty is effectively reduced in the present invention, improves construction efficiency, excavates convenient for pit earthwork, construction cost is effectively reduced.
Description
Technical field
The present invention relates to Geotechnical Engineering field, specially a kind of method for pattern foundation pit supporting structure.
Background technique
The domestic pattern foundation pit supporting structure inner supporting structure used is mainly horizontally-supported and hole interior leg brace at present, for planar dimension
The foundation pit larger, depth is shallower mostly uses greatly hole interior leg brace, and diagonal brace material mostly uses greatly steel pipe or combination fashioned iron, reliable to provide
End reaction, diagonal brace support is set to bottom of foundation ditch, using pile foundation or the basement bottom board for utilizing middle part to construct in advance.It is existing
There is the pit earthwork of diagonal brace technology to use " benzvalene form " digging mode, first excavate the middle part earthwork, edge earth excavation is attached to diagonal brace bottom
It is close to carry out slope, the soil body below diagonal brace is excavated after diagonal brace to be applied again.There are the following problems for technology at present:
1, soil excavation difficulty is big below diagonal brace.The edge earthwork can be excavated after applying due to diagonal brace, the part cubic metre of earth position
Delta-shaped region below diagonal brace can not use large scale equipment when excavation, can only be carried out by hand fit's mini-excavator
It excavates, work efficiency is extremely low, all significantly affects to duration and shoveling expense.
2, the big influence power transmission of diagonal brace angle.Since the setting of diagonal brace support is in bottom of foundation ditch, so that diagonal brace angle is larger or long
It spends longer.Diagonal brace angle is bigger to make diagonal brace vertical force component increase, and horizontally-supported ability reduces, and need to take encryption spacing or increasing
Big scantling mode makes up, to increase cost and the interference to main structure construction.Diagonal brace extended length can not only make
Cost increases, and also will increase side's amount of the edge soil body below, bigger difficulty is brought to earth excavation.In addition, diagonal brace lengthens
So that slenderness ratio increases, Out-of-plane Stability is reduced, and is generally required setting column and is reduced its span, must setting stake below column
Base, therefore the increase of column can also dramatically increase cost and main structure construction difficulty.
3. diagonal brace will increase main structure construction difficulty.Since the setting of diagonal brace support is in bottom of foundation ditch and purlin is generally arranged
On building enclosure top, therefore diagonal brace and proposed outer wall of basement intersection point are often difficult to realize above floor, thus can not benefit
Support replacement is carried out with floor, is punched or the later period cuts off measure so that diagonal brace passes through at side wall panel to take, external wall structure and waterproof are given
Construction brings problem.
Therefore how to improve prior art defect, be urgent problem.
Summary of the invention
It is an object of the invention to overcome the deficiencies of the prior art and provide a kind of methods for pattern foundation pit supporting structure, with solution
The technical problems such as certainly main structure construction is difficult in the prior art, at high cost, excavation of earthwork is difficult.
The present invention is achieved by the following technical solutions:
The present invention provides a kind of methods for pattern foundation pit supporting structure, method includes the following steps:
Step 1, the parameter according to construction foundation pit, design position simultaneously construct building enclosure, buttress stake column and pile foundation column,
And it is arranged in parallel between the building enclosure, buttress stake column and pile foundation column, in the margin of foundation pit for needing supporting
Place's construction building enclosure, the top of building enclosure and foundation pit top maintain an equal level, and buttress stake of constructing within the scope of the foundation pit arranges, described
The height at buttress stake column top is arranged lower than the height at the top of the building enclosure, the pile foundation column in the building enclosure and institute
It states between buttress stake column, and the top of pile foundation column and the bottom of foundation pit maintain an equal level；
After step 2, completion step, in the top of building enclosure construction crown beam, so that building enclosure is effectively connect with crown beam,
And crown beam is arranged on the construction site at the top of foundation pit；
The earthwork to the buttress stake arranges in step 3, excavation pit top is exposed, at the same by buttress stake column top with
The earthwork between the crown beam is dug to inclination, and tilt angle is design angle；
Step 4, the top construction bar shaped support in buttress stake column, so that buttress stake column and the bar shaped support
Effectively connection, purlin of constructing in the building enclosure below the crown beam, and the bar shaped support and the purlin it
Between set up brace so that the bar shaped support is effectively connect with the purlin, and the inclined-plane that step 3 is dug out is arranged in the brace
On, and the tilt angle of the brace is identical as bevel inclination angle；
Step 5, using the mode of falling basin excavation by margin of foundation pit earth excavation to bottom of foundation ditch, and pile foundation column top
Expose, and the earthwork between the bar shaped support and bottom of foundation ditch is scraped out into inclined surface, and tilt angle is design angle；
Step 6, the top construction end bay bottom plate in pile foundation column, so that pile foundation column are effective with the end bay bottom plate
Connection；
Step 7, oblique pull arm of constructing between the bar shaped support and the end bay bottom plate, so that the bar shaped support and institute
It states and is effectively connected between end bay bottom plate, the tilt angle on inclined-plane wherein dug out in the tilt angle with step of oblique pull arm is identical；
Step 8, excavation pit middle part surplus earth to bottom of foundation ditch.
Further, the building enclosure is specifically made of multiple campsheds, is connected between each campshed by the crown beam
It connects, the buttress stake column are specifically made of multiple buttress stakes, are connected between each buttress stake by the bar shaped support, institute
Stating pile foundation column is specially two rows, and pile foundation column are specifically made of multiple pile foundations, pass through end bay bottom between each pile foundation
Plate connection.
Further, steel column is also set up at the top of the buttress stake, and the buttress stake overhead height is held with bottom of foundation ditch
Flat, the height at the top of the steel column is design height, and its overhead height is lower than the height at the top of the building enclosure, step
The middle excavation pit earthwork to the steel column top expose, the earthwork between the top of the steel column and the crown beam dig to
Inclination, and tilt angle is design angle is specially to construct the bar shaped support in step at the top of the steel column, each
It is connected between the steel column by the bar shaped support.
Further, the pile foundation column are at least two column.
Further, the oblique pull arm is specially cable wire, and the cable wire is specifically made of steel strand wires, and one end of the cable wire is logical
It crosses steel anchoring part to connect with the end bay bottom plate, the other end is connect by anchorage with the bar shaped support, and the steel anchoring part is pre-buried
At the top of the end bay bottom plate.
Further, the bar shaped support and the purlin are that the combined steel of armored concrete or hollow out is made.
Further, the steel column is specifically made of hollow steel tube or combined steel.
The present invention has the advantage that compared with prior art
1, the present invention provides a kind of methods for pattern foundation pit supporting structure, by raising brace support, subtract under same span
Small support angle, the horizontal resist forces for providing brace significantly increase, to increase deep pit monitor degree；Subtract when with angularly
Small span avoids increase hole inner column, to reduce cost；
2, the present invention is easy to be located at brace above proposed basement floor by raising brace support, so as to avoid
Side wall panel or side bar are passed through in brace, using i.e. dismountable brace after floor support replacement, greatly reduce outer wall of basement structure and
Waterproof construction difficulty, it is advantageously ensured that quality；
3, the present invention is excavated using " benzvalene form ", is first excavated the soil body below diagonal brace, is substantially increased diagonal brace structure
Earth excavation work efficiency, has saved the duration.
Detailed description of the invention
Fig. 1 is the schematic diagram of internal structure after the completion of a kind of method construction for pattern foundation pit supporting structure of the present invention；
Fig. 2 is the internal structure top view after the completion of a kind of method construction for pattern foundation pit supporting structure of the present invention；
Fig. 3 is the first operating condition schematic diagram in the embodiment of the present invention；
Fig. 4 is the second operating condition schematic diagram in the embodiment of the present invention；
Fig. 5 is third operating condition schematic diagram in the embodiment of the present invention；
Fig. 6 is the 4th operating condition schematic diagram in the embodiment of the present invention；
Fig. 7 is the 5th operating condition schematic diagram in the embodiment of the present invention；
Fig. 8 is the 6th operating condition schematic diagram in the embodiment of the present invention.
In figure: 1, building enclosure；2, buttress stake arranges；3, crown beam；4, purlin；5, bar shaped support；6, brace；7, pile foundation arranges；
8, end bay bottom plate；9, oblique pull arm；10, steel column；11, steel anchoring part；12, anchorage.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
A kind of embodiment provided by the invention: a method of for pattern foundation pit supporting structure, method includes the following steps:
Refering to Fig. 3 implementation steps 1 and step 2, wherein step 1 is specially the parameter according to construction foundation pit, in design position
While construct building enclosure 1, buttress stake column 2 and pile foundation column 7, and it is mutually flat between building enclosure 1, buttress stake column 2 and pile foundation column 7
Row setting, building enclosure 1 of constructing at the margin of foundation pit for needing supporting, the top of building enclosure 1 and foundation pit top maintain an equal level, in base
Buttress stake column 2 of constructing in range are cheated, the height at 2 top of buttress stake column is lower than the height at 1 top of building enclosure, and pile foundation column 7 are arranged
Between building enclosure 1 and buttress stake column 2, and the top of pile foundation column 7 and the bottom of foundation pit maintain an equal level；
Step 2 is specially after completing step 1, in the top of building enclosure 1 construction crown beam 3, so that building enclosure 1 and crown beam
3 effectively connections, and crown beam 3 is arranged on the construction site at the top of foundation pit；
Refering to Fig. 4 implementation steps 3, the earthwork to the top of buttress stake column 2 is exposed in step 3 specially excavation pit, simultaneously
The earthwork between 2 top of buttress stake column and crown beam 3 is dug to inclination, and tilt angle is design angle；
Refering to Fig. 5 implementation steps 4, step 4 is specially in the top of buttress stake column 2 construction bar shaped support 5, so that buttress stake
Column 2 are effectively connect with bar shaped support 5, purlin 4 of constructing in the building enclosure 1 below crown beam 3, and in bar shaped support 5 and purlin 4
Between set up brace 6 so that bar shaped support 5 is effectively connect with purlin 4, and brace 6 is arranged on the inclined-plane that step 3 is dug out, and
The tilt angle of brace 6 is identical as bevel inclination angle；
Refering to Fig. 6 implementation steps 5, step 5 is specially to use the mode of falling basin excavation by margin of foundation pit earth excavation to base
Bottom is cheated, and is exposed at the top of pile foundation column 7, and the earthwork between bar shaped support 5 and bottom of foundation ditch is scraped out into inclined surface, and tilt
Angle is design angle；
Refering to Fig. 7 implementation steps 6 and step 7, step 6 be specially construct end bay bottom plate 8 at the top of pile foundation column 7 so that
Pile foundation column 7 are effectively connect with end bay bottom plate 8；
Step 7 is specially oblique pull arm 9 of constructing between bar shaped support 5 and end bay bottom plate 8, so that bar shaped support 5 and end bay
It is effectively connected between bottom plate 8, wherein the tilt angle of oblique pull arm 9 is identical as the tilt angle on the inclined-plane dug out in step 5；
Refering to Fig. 8 implementation steps 8, step 8 specially excavation pit middle part surplus earth to bottom of foundation ditch.
In above step, building enclosure 1 is specifically made of multiple campsheds, is connected between each campshed by crown beam 3, is propped up
Pier stake column 2 are specifically made of multiple buttress stakes, are connected between each buttress stake by bar shaped support 5, and pile foundation column 7 are specially two
Row, and pile foundation column 7 are specifically made of multiple pile foundations, are connected between each pile foundation by end bay bottom plate 8；
Steel column 10 is also set up at the top of buttress stake, buttress stake overhead height and bottom of foundation ditch maintain an equal level, and steel column 10 pushes up
The height in portion is design height, and its height is lower than the height at 1 top of building enclosure, and the excavation pit earthwork is vertical to steel in step 3
The top of column 10 is exposed, and the earthwork between the top and crown beam 3 of steel column 10 is dug to inclination, and tilt angle is design angle,
It is specially to be connected between the top of steel column 10 construction bar shaped support 5, each steel column 10 by bar shaped support 5 in step 4；
Pile foundation column 7 are at least two column；
Oblique pull arm 9 is specially cable wire, and cable wire is specifically made of steel strand wires, and one end of cable wire passes through steel anchoring part 11 and end bay bottom
Plate 8 connects, and the other end is connect by anchorage 12 with bar shaped support 5, and steel anchoring part 11 is embedded in the top of end bay bottom plate 8；
Bar shaped support 5 and purlin 4 are that the combined steel of armored concrete or hollow out is made；
Steel column 10 is specifically made of hollow steel tube or combined steel；
The structural schematic diagram of supporting construction after the completion of construction such as Fig. 1, the top view of the supporting construction after the completion of constructing is such as
Fig. 2.
Second embodiment of the invention:
In this example foundation pit proposed main structure be basement one, excavation of foundation pit depth 6m, 150 meters of plane span, peripheral ring
Border is complicated, requires strictly deformation control of foundation pit, and pattern foundation pit supporting structure overall plan uses campshed inner support system, and inner support is using hole
Interior leg brace.
Building enclosure 1 is specifically made of multiple campsheds in column, referring to fig. 2.Campshed uses 900mm diameter bores bored concrete pile,
The long 12m of stake forms colonnade formula at a certain distance, and stake is connect with stake by crown beam 3, forms campshed building enclosure 1.Main structure stake
Base uses 800mm diameter bores bored concrete pile, and stake top absolute altitude is the proposed above 100mm in basement floor constructions bottom.Buttress stake column 2 have
Body is made of in column multiple buttress stakes, and buttress stake uses 900mm diameter bores bored concrete pile, and stake top absolute altitude is proposed basement bottom board
200mm below bed course bottom, the long 6m of stake, steel column 10 use 550mmx550mm steel lattice column, are sewed by 4 L160x16 angle steel and steel
Plate is welded, column spacing 8m, and column stake body 4m is inserted into bottom, and top anchors into 500mm in bar shaped support 5.
Referring to fig. 2, bar shaped support 5, purlin 4 are elongated setting, using Reinforced Concrete Materials, purlin 4 and building enclosure 1
Bar planting mode is taken to connect.
Referring to fig. 2,6 horizontal space 8m of brace, sectional dimension use 609x16 steel pipe, and both ends, which are separately fixed at, to be set to
On built-in fitting steel plate on bar shaped support 5 and purlin 4.
Referring to Fig. 1 and Fig. 2, end bay bottom plate 8 is reinforced concrete structure, and thickness 600 corresponds to position in cable wire when bottom slab concreting
Set pre-buried steel anchoring part 11.
Referring to Fig. 1 and Fig. 2, cable wire is set to each position 1m in every diagonal brace two sides, and top anchor is on bar shaped support 5, bottom
Portion, which is anchored at, to be embedded on steel anchoring part 11.Cable wire, which passes through at bar shaped support 5, takes pre-buried PVC casing, passes through 11 front and back of steel anchoring part
The mode of punching is taken at end plate.
11 bottom of steel anchoring part is embedded on end bay bottom plate 8 by 9 22 diameter anchor bars.Steel anchoring part 11 by base plate,
Front and back end plate, two pieces of web compositions, are all made of thick steel plate, and connection type is welding.
Work progress is as follows:
As shown in figure 3, in place ground construction building enclosure 1, pile foundation, buttress stake, crown beam 3, steel column 10；
As shown in Figure 4 and Figure 5, it is excavated to an earth excavation face, then construct bar shaped support 5, purlin 4 install brace
6；
As shown in Figure 6 and Figure 7, margin of foundation pit earth excavation is to foundation pit bottom, intermediate earth excavation to " benzvalene form " excavation face；
Construction end bay bottom plate 8, steel anchoring part 11 after the completion of excavating；Then oblique pull arm 9 is installed and apply prestressing force, oblique pull arm 9 is specially steel
Rope, cable wire are specifically made of steel strand wires, and the locking of anchorage 12 is respectively adopted at bar shaped support 5 and steel anchoring part 11；
As shown in figure 8, excavating middle part surplus earth, while carrying out end bay basement structure construction.All to middle part cubic metre of earth
After being excavated to foundation pit bottom, middle part basement structure of constructing immediately
The above embodiments merely illustrate the technical concept and features of the present invention, and its object is to allow be familiar with this field technology
Personage can understand the content of present invention and be implemented, and it is not intended to limit the scope of the present invention.It is all according to the present invention
Equivalent change or modification made by Spirit Essence, should be covered by the scope of protection of the present invention.
Claims (7)
1. a kind of method for pattern foundation pit supporting structure, which is characterized in that method includes the following steps:
Step 1, the parameter according to construction foundation pit, in design position while building enclosure (1) of constructing, buttress stake column (2) and pile foundation
It arranges (7), and arranged in parallel between the building enclosure (1), buttress stake column (2) and pile foundation column (7), is needing
The construction building enclosure (1) at the margin of foundation pit of supporting, the top of building enclosure (1) and foundation pit top maintain an equal level, in foundation pit model
Interior construction buttress stake column (2) are enclosed, the height at the top of the buttress stake column (2) is lower than the height at the top of the building enclosure (1), institute
Pile foundation column (7) setting is stated between the building enclosure (1) and buttress stake column (2), and the top of pile foundation column (7) and foundation pit
Bottom maintain an equal level；
Step 2 after completing step (1), is constructed crown beam (3), so that building enclosure (1) and crown beam at the top of building enclosure (1)
(3) effectively connection, and crown beam (3) is arranged on the construction site at the top of foundation pit；
The top that the earthwork to the buttress stake arranges (2) in step 3, excavation pit is exposed, while will be at the top of buttress stake column (2)
The earthwork between the crown beam (3) is dug to inclination, and tilt angle is design angle；
Step 4 is constructed bar shaped support (5) at the top of buttress stake column (2), so that buttress stake column (2) and the item
Shape support (5) effectively connects, and constructs purlin (4) in the building enclosure (1) below the crown beam (3), and in the item
Brace (6) are set up between shape support (5) and the purlin (4), so that the bar shaped support (5) effectively connects with the purlin (4)
It connects, and the brace (6) is arranged on the inclined-plane that step 3 is dug out, and the tilt angle and bevel inclination angle of the brace (6)
It is identical；
Step 5, using the mode of falling basin excavation by margin of foundation pit earth excavation to bottom of foundation ditch, and at the top of pile foundation column (7)
Expose, and the earthwork between the bar shaped support (5) and bottom of foundation ditch is scraped out into inclined surface, and tilt angle is design angle
Degree；
Step 6 is constructed end bay bottom plate (8) at the top of pile foundation column (7), so that pile foundation column (7) and the end bay bottom
Plate (8) effectively connects；
Step 7 is constructed oblique pull arm (9) between the bar shaped support (5) and the end bay bottom plate (8), so that the bar shaped branch
It effectively connects, is wherein dug out in the tilt angle of oblique pull arm (9) and step (5) oblique between seat (5) and the end bay bottom plate (8)
The tilt angle in face is identical；
Step 8, excavation pit middle part surplus earth to bottom of foundation ditch.
2. a kind of method for pattern foundation pit supporting structure according to claim 1, which is characterized in that building enclosure (1) tool
Body is made of multiple campsheds, is connected between each campshed by the crown beam (3), and the buttress stake column (2) are specifically by more
A buttress stake is constituted, and is connected between each buttress stake by the bar shaped support (5), and the pile foundation column (7) are specially two
Row, and pile foundation column (7) are specifically made of multiple pile foundations, are connected between each pile foundation by end bay bottom plate (8).
3. a kind of method for pattern foundation pit supporting structure according to claim 2, which is characterized in that the top of the buttress stake is also
It is arranged steel column (10), and the buttress stake overhead height and bottom of foundation ditch maintain an equal level, the height at the top of the steel column (10) is
Design height, and its height is lower than the height at the top of the building enclosure (1), the excavation pit earthwork is to the steel in step (3)
The top of column (10) is exposed, and the earthwork between the top and the crown beam (3) of the steel column (10) is dug to inclination, and is tilted
Angle is design angle, is specially to construct the bar shaped support (5) in step (4) at the top of the steel column (10), each
It is connected between the steel column (10) by the bar shaped support (5).
4. a kind of method for pattern foundation pit supporting structure according to claim 1 to 3, which is characterized in that the pile foundation column
(7) it is at least two column.
5. a kind of method for pattern foundation pit supporting structure according to claim 1, which is characterized in that the oblique pull arm (9) is specific
For cable wire, the cable wire is specifically made of steel strand wires, and one end of the cable wire passes through steel anchoring part (11) and the end bay bottom plate (8)
Connection, the other end is connect by anchorage (12) with the bar shaped support (5), and the steel anchoring part (11) is embedded in the end bay bottom
The top of plate (8).
6. a kind of method for pattern foundation pit supporting structure according to claim 1, which is characterized in that the bar shaped support (5) and
The purlin (4) is that the combined steel of armored concrete or hollow out is made.
7. a kind of method for pattern foundation pit supporting structure according to claim 3, which is characterized in that the steel column (10) is specific
It is made of hollow steel tube or combined steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711347486.6A CN108035360B (en) | 2017-12-15 | 2017-12-15 | A method of for pattern foundation pit supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711347486.6A CN108035360B (en) | 2017-12-15 | 2017-12-15 | A method of for pattern foundation pit supporting structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108035360A CN108035360A (en) | 2018-05-15 |
| CN108035360B true CN108035360B (en) | 2019-08-02 |
Family
ID=62102742
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711347486.6A Active CN108035360B (en) | 2017-12-15 | 2017-12-15 | A method of for pattern foundation pit supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108035360B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111424680B (en) * | 2020-04-21 | 2021-07-09 | 湖北地建正发建设工程有限公司 | Foundation pit supporting structure based on multiple miniature piles and construction method thereof |
| CN112962615B (en) * | 2021-01-25 | 2022-07-22 | 中建五局第三建设有限公司 | Assembled foundation pit construction quick diagonal bracing equipment |
| CN115130167B (en) * | 2022-05-13 | 2023-02-03 | 安徽省城建设计研究总院股份有限公司 | II-shaped support design method, support method applying II-shaped support and support design system |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07252835A (en) * | 1994-03-15 | 1995-10-03 | Toda Constr Co Ltd | Construction method for diagonal shore strut |
| CN1482310A (en) * | 2003-07-23 | 2004-03-17 | 顺德市永基建筑基础有限公司 | Support method for construction foundation ditch |
| CN205712137U (en) * | 2016-06-24 | 2016-11-23 | 无锡商业职业技术学院 | Foundation pit supporting construction |
-
2017
- 2017-12-15 CN CN201711347486.6A patent/CN108035360B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07252835A (en) * | 1994-03-15 | 1995-10-03 | Toda Constr Co Ltd | Construction method for diagonal shore strut |
| CN1482310A (en) * | 2003-07-23 | 2004-03-17 | 顺德市永基建筑基础有限公司 | Support method for construction foundation ditch |
| CN205712137U (en) * | 2016-06-24 | 2016-11-23 | 无锡商业职业技术学院 | Foundation pit supporting construction |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108035360A (en) | 2018-05-15 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US3490242A (en) | Method and structure for reinforcing an earthen excavation | |
| CN106677189A (en) | Inclined pile wall bearing type foundation pit support structure and construction method thereof | |
| CN111335327A (en) | Deep anchor pile supporting system and construction method thereof | |
| CN108035360B (en) | A method of for pattern foundation pit supporting structure | |
| CN110106919A (en) | A kind of lid digs the building enclosure and its construction method at station | |
| CN110241828A (en) | The outer sealing construction method for supporting of anchor in a kind of row's grating tubular pole grouting behind shaft or drift lining | |
| CN210104758U (en) | Foundation pit supporting system of soil nail bored concrete pile anchor cable combination | |
| CN109441456A (en) | A kind of the tunnel structure and its construction method of weakness Facility-sliding strata | |
| CN111560962A (en) | Backfill area foundation pit supporting structure and construction method thereof | |
| CN109914422A (en) | A kind of steel pipe and soil nailing combined type foundation pit supporting construction and construction method | |
| CN110777802A (en) | Deep foundation pit high-low span supporting structure and construction method thereof | |
| CN211200426U (en) | Anti-sliding supporting and retaining structure for miniature steel pipe pile retaining wall | |
| CN108914945A (en) | A kind of deep basal pit pile for prestressed pipe, prestress anchorage cable combined supporting construction method | |
| CN108005086B (en) | A kind of high buttress counter pull type inclined support structure for pattern foundation pit supporting structure | |
| CN109881683A (en) | A kind of more sublevel retaining structures and its construction method for combining artificial earth fill's grouting reinforcement technique | |
| CN212104116U (en) | Deep anchor pile supporting system | |
| CN210288408U (en) | Foundation pit supporting structure | |
| CN209195412U (en) | A kind of tunnel structure suitable for weak Facility-sliding strata | |
| CN203373753U (en) | Pile anchor retaining wall concrete anchor cable top beam structure of foundation ditches | |
| CN112813984B (en) | Deep foundation pit construction method under complex geological condition | |
| KR20230030532A (en) | Thumb pile using guide bracket and ground anchor and construction method of retaining temporary facility using the same | |
| KR20220161795A (en) | Connecting structure of reinforced wall and constructing method thereof | |
| JP3244324B2 (en) | Mountain retaining method | |
| KR20110034831A (en) | Method for non excavated excavating construction using steel pipe and steel pipe with hole | |
| CN110318419A (en) | The construction method of the lining door opening supporting of underpass type piping lane one |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |