CN107190753A - A kind of I-steel gabion assembles counterfort supporting construction - Google Patents
A kind of I-steel gabion assembles counterfort supporting construction Download PDFInfo
- Publication number
- CN107190753A CN107190753A CN201710407857.9A CN201710407857A CN107190753A CN 107190753 A CN107190753 A CN 107190753A CN 201710407857 A CN201710407857 A CN 201710407857A CN 107190753 A CN107190753 A CN 107190753A
- Authority
- CN
- China
- Prior art keywords
- steel
- column
- gabion
- fixed
- supporting construction
- 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.)
- Pending
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
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0208—Gabions
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
Abstract
Counterfort supporting construction is assembled the invention discloses a kind of I-steel gabion, including two column I-steel being parallel to each other being vertically arranged, the bottom of two column I-steel is connected by connecting I-steel, and the bottom side of two column I-steel is provided with respectively with column I-steel and being connected the vertical fixation I-steel of I-steel, one end upper surface of the fixed I-steel away from column I-steel is provided with movable I-steel, one end both sides of the fixed I-steel away from column I-steel are equipped with connecting rod, the end of the connecting rod is fixedly connected with sliding block, the sliding block is located in the groove of movable I-steel both sides, and the flank threads of sliding block are connected with the first trip bolt.This I-steel gabion assembles counterfort supporting construction, and assembling is easy to, speed of application is fast, and intensity is big, pollution-free, repeats and utilizes, and inside is piled up using gabion, and good water permeability is conducive to draining in the angle of inclination of convenient regulation floor I-steel.
Description
Technical field
The present invention relates to technical field of civil engineering, specially a kind of I-steel gabion assembling counterfort supporting construction.
Background technology
In the prior art, diaphram wall is widely used in foundation ditch construction, because in excavation of foundation pit, underground is continuous
Wall can be born than larger soil pressure, can avoid occurring settlement of foundation or cave in accident, as must in Deep Foundation Pit Supporting Project
Indispensable soil-baffling structure.However, continuing to develop and building, it is necessary to constantly to underground development space with city.House
The lower room number of plies is more and more, and foundation ditch is also more and more deeper.Therefore, in foundation ditch construction, diaphram wall needs the pressure born to get over
Come bigger, the continuous underground wall structure of prior art has been difficult to the soil pressure for bearing deep basal pit, it is necessary to be set to diaphram wall
Put supporting construction.
In the prior art, because supporting construction is welding mostly, it is impossible to adjusted according to actual conditions, it is not easy to repeat profit
With, and welded and installed speed is slow, water penetration is also very poor.
The content of the invention
The technical problem to be solved in the present invention is to overcome existing defect to assemble counterfort supporting there is provided a kind of I-steel gabion
Structure, speed of application is fast, and intensity is big, pollution-free, repeats and utilizes, and good water permeability is conducive to draining, can effectively solve background
The problem of in technology.
To achieve the above object, the present invention provides following technical scheme：A kind of I-steel gabion assembles counterfort supporting construction,
Including two column I-steel being parallel to each other being vertically arranged, the bottom of two column I-steel is connected by connecting I-steel
Connect, and two column I-steel bottom side provided with respectively with column I-steel and being connected the vertical fixation I-shaped of I-steel
Steel, one end upper surface of the fixed I-steel away from column I-steel is provided with movable I-steel, and the fixed I-steel is remote
One end both sides of column I-steel are equipped with connecting rod, and the end of the connecting rod is fixedly connected with sliding block, and the sliding block is located at work
In the groove of dynamic I-steel both sides, and the flank threads of sliding block are connected with the first trip bolt, and two movable I-steel are away from solid
The one end for determining I-steel is connected by connecting I-steel, is equipped with the top of the connection I-steel two ends being connected with movable I-steel solid
Vertical square bar is slidably connected in fixed board, the top grooves on two sides of the column I-steel, each column I-steel both sides
The top-side of vertical square bar is connected by fixed block, and the bottom side of vertical square bar is threaded with the second fastening spiral shell
Nail, the vertical square bar of each column I-steel both sides is connected by the first bearing pin and the rotation of connecting rod one end, connecting rod it is another
One end is connected with one end of floor I-steel, and the other end of floor I-steel is rotated by the second bearing pin with fixed plate to be connected, institute
Being piled up in the space for stating column I-steel, fixed I-steel, movable I-steel and floor I-steel composition has gabion.
As a preferred technical solution of the present invention, the bottom of two movable I-steel is connected by bottom I-steel
As a preferred technical solution of the present invention, the side of two column I-steel is connected by horizontal I-steel,
Horizontal I-steel is no less than three and is spaced substantially equidistant.
As a preferred technical solution of the present invention, connected between two floor I-steel by oblique I-steel, and
Oblique I-steel is no less than two and is spaced substantially equidistant.
As a preferred technical solution of the present invention, the connection I-steel, fixed I-steel and bottom I-steel
Bottom is equidistantly provided with fixed column.
As a preferred technical solution of the present invention, the gabion include iron cage and unweathered rock, the iron cage by
Stainless steel is made, and unweathered rock is located inside iron cage.
Compared with prior art, the beneficial effects of the invention are as follows：This I-steel gabion assembles counterfort supporting construction, convenient to adjust
The angle of inclination of floor I-steel is saved, is easy to assembling, speed of application is fast, and intensity is big, pollution-free, repeats and utilizes, and inside is used
Gabion is piled up, good water permeability, is conducive to draining.
Brief description of the drawings
Fig. 1 is schematic structural view of the invention；
Fig. 2 is partial enlargement structural representation at the A of the present invention.
In figure：I-steel, 4 connecting rods, 5 first trip bolts, 6 movable I-shapeds are fixed in 1 column I-steel, 2 fixed columns, 3
Steel, 7 bottom I-steel, 8 fixed plates, 9 gabions, 10 second trip bolts, 11 vertical square bars, 12 fixed blocks, 13 connecting rods, 14
One bearing pin, 15 floor I-steel, 16 oblique I-steel, 17 second bearing pins, 18 sliding blocks, 19 horizontal I-steel.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than whole embodiments.It is based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under the premise of creative work is not made
Embodiment, belongs to the scope of protection of the invention.
Fig. 1-2 is referred to, the present invention provides a kind of technical scheme：A kind of I-steel gabion assembles counterfort supporting construction, bag
Two column I-steel 1 being parallel to each other being vertically arranged are included, the side of two column I-steel 1 is connected by horizontal I-steel 19
Connect, horizontal I-steel 19 is no less than three and is spaced substantially equidistant, and horizontal I-steel 19 can play connection function, and can be right
Gabion 9 cited below is stopped that the bottom of two column I-steel 1 is connected by connecting I-steel, and two column works
The bottom side of word steel 1 is provided with respectively with column I-steel 1 and being connected the vertical fixation I-steel 3 of I-steel, fixation I-steel 3
One end upper surface away from column I-steel 1 is provided with movable I-steel 6, and the bottom of two movable I-steel 6 passes through bottom I-shaped
Steel 7 is connected, and bottom I-steel 7 can be attached to two movable I-steel 6, it is ensured that it is same that two movable I-steel 6 are moved
Step property, fixed one end both sides of the I-steel 3 away from column I-steel 1 are equipped with connecting rod 4, and the end of connecting rod 4 is fixedly connected
Sliding block 18, sliding block 18 is located in the groove of the movable both sides of I-steel 6, and movable I-steel 6 can be made to be slided along fixed I-steel 3
It is dynamic, and the stationarity during movement of guarantee activity I-steel 6, and the flank threads of sliding block 18 are connected with the first trip bolt 5,
Movable I-steel 6, which is moved to behind suitable position, can be fixed movable I-steel 6 by the first trip bolt 5, it is ensured that its is steady
Qualitative, two one end of movable I-steel 6 away from fixed I-steel 3 are connected by connecting I-steel, are connected with movable I-steel 6
Connection I-steel two ends at the top of be equipped with fixed plate 8, the top grooves on two sides of column I-steel 1 slidably connect it is vertical
Square bar 11, the top-side of the vertical square bar 11 of each both sides of column I-steel 1 is connected by fixed block 12, vertical by two
Square bar 11 is fixed, and the bottom side of vertical square bar 11 is threaded with the second trip bolt 10, passes through the second trip bolt 10
Vertical square bar 11 can be fixed on to the top of column I-steel 1, the vertical square bar 11 of each both sides of column I-steel 1 passes through
First bearing pin 14 is rotated with the one end of connecting rod 13 and is connected, and the other end of connecting rod 13 is connected with one end of floor I-steel 15, rib
The other end of plate I-steel 15 is rotated with fixed plate 8 by the second bearing pin 17 and is connected, and can change rib according to the depth of foundation ditch
The angle of inclination of plate I-steel 15, vertical square bar 11 and movable I-steel 6 are adjusted according to the change of the angle of floor I-steel 15
Position, then vertical square bar 11 and movable I-steel 6 are consolidated by the first trip bolt 5 and the second trip bolt 10 respectively
Determine, easy disassembly, connected between two floor I-steel 15 by oblique I-steel 16, and oblique I-steel 16 is no less than two
And be spaced substantially equidistant, floor I-steel 15 can be made more firmly, column I-steel 1, fixed I-steel 3, movable I-steel 6 and rib
Being piled up in the space that plate I-steel 15 is constituted has gabion 9, can facilitate draining, and good water permeability, gabion 9 includes iron cage and non-weathering
Rock, iron cage is made of stainless steel, it is not easy to got rusty, and can be reused, and unweathered rock is located inside iron cage, connects work
The bottom of word steel, fixed I-steel 3 and bottom I-steel 7 is equidistantly provided with fixed column 2, can make supporting knot by fixed column 2
The fixation of structure fastness, prevents supporting construction from being offset in the presence of side force.
The present invention, the angle of inclination of convenient regulation floor I-steel 15, is easy to assembling, and speed of application is fast, and intensity is big, no dirt
Dye, is repeated and utilizes, and inside is piled up using gabion, and good water permeability is conducive to draining.
Although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of changes, modification can be carried out to these embodiments, replace without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (6)
1. a kind of I-steel gabion assembles counterfort supporting construction, including two column I-steel being parallel to each other being vertically arranged
(1), it is characterised in that：The bottom of two column I-steel (1) is connected by connecting I-steel, and two column I-steel (1)
Bottom side provided with respectively with column I-steel (1) and being connected the vertical fixation I-steel (3) of I-steel, the fixed I-shaped
One end upper surface of the steel (3) away from column I-steel (1) is provided with movable I-steel (6), and the fixed I-steel (3) is away from column
One end both sides of I-steel (1) are equipped with connecting rod (4), and the end of the connecting rod (4) is fixedly connected with sliding block (18), the cunning
Block (18) is located in the groove of movable I-steel (6) both sides, and the flank threads of sliding block (18) are connected with the first trip bolt
(5), two one end of movable I-steel (6) away from fixed I-steel (3) are connected by connecting I-steel, with movable I-steel
(6) it is equipped with the top of the connection I-steel two ends of connection in fixed plate (8), the top grooves on two sides of the column I-steel (1)
Vertical square bar (11) is slidably connected, the top-side of the vertical square bar (11) of each column I-steel (1) both sides passes through
Fixed block (12) is connected, and the bottom side of vertical square bar (11) is threaded with the second trip bolt (10), each column work
The vertical square bar (11) of word steel (1) both sides is rotated with connecting rod (13) one end by the first bearing pin (14) and is connected, connecting rod
(13) the other end is connected with the one end of floor I-steel (15), and the other end of floor I-steel (15) passes through the second bearing pin (17)
Rotate and be connected with fixed plate (8), the column I-steel (1), fixed I-steel (3), movable I-steel (6) and floor I-steel
(15) being piled up in the space constituted has gabion (9).
2. a kind of I-steel gabion assembling counterfort supporting construction according to claim 1, it is characterised in that：Two activity works
The bottom of word steel (6) is connected by bottom I-steel (7).
3. a kind of I-steel gabion assembling counterfort supporting construction according to claim 1, it is characterised in that：Two column works
The side of word steel (1) is connected by horizontal I-steel (19), and horizontal I-steel (19) is no less than three and is spaced substantially equidistant.
4. a kind of I-steel gabion assembling counterfort supporting construction according to claim 1, it is characterised in that：Two floor works
Connected between word steel (15) by oblique I-steel (16), and oblique I-steel (16) is no less than two and is spaced substantially equidistant.
5. a kind of I-steel gabion assembling counterfort supporting construction according to claim 1 or 2, it is characterised in that：The company
The bottom for connecing I-steel, fixed I-steel (3) and bottom I-steel (7) is equidistantly provided with fixed column (2).
6. a kind of I-steel gabion assembling counterfort supporting construction according to claim 1, it is characterised in that：The gabion
(9) iron cage and unweathered rock are included, the iron cage is made of stainless steel, and unweathered rock is located inside iron cage.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710407857.9A CN107190753A (en) | 2017-06-02 | 2017-06-02 | A kind of I-steel gabion assembles counterfort supporting construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710407857.9A CN107190753A (en) | 2017-06-02 | 2017-06-02 | A kind of I-steel gabion assembles counterfort supporting construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107190753A true CN107190753A (en) | 2017-09-22 |
Family
ID=59876907
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710407857.9A Pending CN107190753A (en) | 2017-06-02 | 2017-06-02 | A kind of I-steel gabion assembles counterfort supporting construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107190753A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859054A (en) * | 2017-10-30 | 2018-03-30 | 浙江鑫直建筑有限公司 | The construction method of environmental lattice guest gabion baffling |
| CN108930254A (en) * | 2018-08-24 | 2018-12-04 | 佛山市南力工程监理有限公司 | A kind of gabion box ruggedized equipment for water conservancy river dykes and dams |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB8502803D0 (en) * | 1985-02-04 | 1985-03-06 | Mabey Hire Co | Soldier propping system |
| CN103255773A (en) * | 2013-06-05 | 2013-08-21 | 姜建玲 | Combined type template support and application method thereof |
| CN203296215U (en) * | 2013-05-08 | 2013-11-20 | 罗盛 | Height-adjustable building partition wall |
| CN203741771U (en) * | 2014-03-24 | 2014-07-30 | 张军 | Portable assembled flood preventing and wave screening dyke |
| CN104328766A (en) * | 2014-10-31 | 2015-02-04 | 杭州市市政工程集团有限公司 | Ecological stone cage net box retaining wall and construction method |
| CN204325856U (en) * | 2014-10-31 | 2015-05-13 | 西安达刚路面机械股份有限公司 | A kind of stable type road widens machine |
| CN204919474U (en) * | 2015-07-21 | 2015-12-30 | 汩鸿（上海）环保工程设备有限公司 | Portable flood control baffle |
| KR101640795B1 (en) * | 2015-09-18 | 2016-07-19 | 주식회사 세기엔지니어링 | Furlable earth retaining structure for provisional facilities and construction method thereof |
| CN206000198U (en) * | 2016-07-20 | 2017-03-08 | 李菲菲 | A kind of adjustable construction wall supporting construction |
| CN206768836U (en) * | 2017-06-02 | 2017-12-19 | 郑州大学 | A kind of I-steel gabion assembles counterfort supporting construction |
-
2017
- 2017-06-02 CN CN201710407857.9A patent/CN107190753A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB8502803D0 (en) * | 1985-02-04 | 1985-03-06 | Mabey Hire Co | Soldier propping system |
| CN203296215U (en) * | 2013-05-08 | 2013-11-20 | 罗盛 | Height-adjustable building partition wall |
| CN103255773A (en) * | 2013-06-05 | 2013-08-21 | 姜建玲 | Combined type template support and application method thereof |
| CN203741771U (en) * | 2014-03-24 | 2014-07-30 | 张军 | Portable assembled flood preventing and wave screening dyke |
| CN104328766A (en) * | 2014-10-31 | 2015-02-04 | 杭州市市政工程集团有限公司 | Ecological stone cage net box retaining wall and construction method |
| CN204325856U (en) * | 2014-10-31 | 2015-05-13 | 西安达刚路面机械股份有限公司 | A kind of stable type road widens machine |
| CN204919474U (en) * | 2015-07-21 | 2015-12-30 | 汩鸿（上海）环保工程设备有限公司 | Portable flood control baffle |
| KR101640795B1 (en) * | 2015-09-18 | 2016-07-19 | 주식회사 세기엔지니어링 | Furlable earth retaining structure for provisional facilities and construction method thereof |
| CN206000198U (en) * | 2016-07-20 | 2017-03-08 | 李菲菲 | A kind of adjustable construction wall supporting construction |
| CN206768836U (en) * | 2017-06-02 | 2017-12-19 | 郑州大学 | A kind of I-steel gabion assembles counterfort supporting construction |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859054A (en) * | 2017-10-30 | 2018-03-30 | 浙江鑫直建筑有限公司 | The construction method of environmental lattice guest gabion baffling |
| CN107859054B (en) * | 2017-10-30 | 2019-12-20 | 宁波顺行园林建设有限公司 | Construction method of ecological gabion retaining wall |
| CN108930254A (en) * | 2018-08-24 | 2018-12-04 | 佛山市南力工程监理有限公司 | A kind of gabion box ruggedized equipment for water conservancy river dykes and dams |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108278116B (en) | Shallow-buried large-span pipe curtain supporting system and construction method thereof | |
| CN205776347U (en) | Novel cover for subway station digs against making structural system | |
| CN104947682A (en) | Foundation pit support construction method and device thereof | |
| CN203654294U (en) | Foundation pit supporting structure used in reverse building method | |
| CN105089061A (en) | Ultra-deep foundation pit supporting method | |
| CN206768836U (en) | A kind of I-steel gabion assembles counterfort supporting construction | |
| CN104878786B (en) | Tiltedly orthogonal is for group's Pile-soil-structure Interaction experimental model | |
| CN107190753A (en) | A kind of I-steel gabion assembles counterfort supporting construction | |
| CN102182276B (en) | Manufacturing method of mega column in shape of double Chinese characters ya | |
| CN205676882U (en) | A kind of novel supporting construction | |
| CN208545763U (en) | A kind of steel pipe pile cofferdam for bridge deepwater foundation | |
| CN103031861B (en) | Test device for simulating six-direction load action on raft of raft base | |
| CN212175797U (en) | Large-span underground space deep foundation pit supporting system | |
| CN205676913U (en) | Lattice pillar tower-crane foundation structure | |
| CN205529843U (en) | Landing stage anchor structure | |
| CN216379955U (en) | Steel construction building box beam column connected node | |
| CN203924362U (en) | Outer annular-stiffer formula beam-column node structure | |
| CN204000885U (en) | Metro Deep Excavation concrete support hangs mould mould | |
| CN216586578U (en) | Supporting structure in foundation | |
| CN206635780U (en) | A kind of soil nailed wall retaining structure | |
| CN202055413U (en) | Huge column shaped like double Chinese character YA | |
| CN204000819U (en) | A kind of horizontal load-bearing body top-driven type soil pressure is surveyed die device | |
| CN211257025U (en) | Steel sheet pile cofferdam with slip casting platform | |
| CN203846494U (en) | Breast beam soil anchor rod segmented connection structure | |
| CN203429557U (en) | Anchor pole back beam applied to underpass bridge jacking construction |
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 | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170922 |