CN209293051U - A kind of open caisson reserved opening plugging structure - Google Patents
A kind of open caisson reserved opening plugging structure Download PDFInfo
- Publication number
- CN209293051U CN209293051U CN201821971502.9U CN201821971502U CN209293051U CN 209293051 U CN209293051 U CN 209293051U CN 201821971502 U CN201821971502 U CN 201821971502U CN 209293051 U CN209293051 U CN 209293051U
- Authority
- CN
- China
- Prior art keywords
- stiffener
- steel loop
- portal
- open caisson
- reserved opening
- 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
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a kind of open caisson reserved opening plugging structures, including portal steel loop, closing steel plate and stiffener assembly, the portal steel loop to be embedded in the inner wall of open caisson reserved opening in advance, and the external port of portal steel loop extends radially outward;The closing Interal fixation is equipped with sealing rod on the contact surface of the closing steel plate and portal steel loop on the outer end face of portal steel loop and closing open caisson hole;The stiffener assembly is set in portal steel loop and is connected with the inner wall of portal steel loop.The utility model has the following beneficial effects: the plugging structure includes the reinforcement structure of inside and the enclosed construction in outside, and each component is steel frame construction composition, both it had been able to satisfy the requirement that reserved opening resists Water And Earth Pressures, it is able to satisfy construction convenience requirement again, structural stability can also be improved, construction risk is reduced, shortens the construction period, can also reduce project cost.
Description
Technical field
The utility model relates to open caisson portal blocking technology fields, and in particular to a kind of open caisson reserved opening plugging structure.
Background technique
Pipe jacking construction method is during underground pipeline layout because it has few overall cost, short construction period, environment dirty
Contaminate it is low, do not influence many merits such as traffic, safety height and be widely adopted.Construction work well is had in jacking construction.
Construction land tenure can be effectively reduced in drop shaft sinking construction, reduces project cost, reduces difficulty of construction, therefore drop shaft sinking has become top
The construction method that pipe well preferentially selects.
Currently, the close measure at upper pipe working well hole uses different according to the difference of upper pipe working well supporting construction
Mode.For open caisson active well, need on caisson structure reserved opening, when hole builds interim closure door, top using common brick
It when pipe is appeared, needs to be cut brick masonry with pneumatic pick, which blocks mode and belong to disposable investment, not recyclable benefit
It is cut and is acquired a certain degree of difficulty with, hole masonry, and structural instability, there are certain security risks in broken ground;When using outer
When inserting steel sheet pile closure door, need first to remove masonry, then with crane by borehole wall outside plate stake of having eradicated, which light plate
Stake squeeze into extract difficulty it is big, and be also required to remove masonry.For steel sheet pile active well, it can pull up or cutting of steel sheet pile reveals
Hole out, and take measures to prevent the steel sheet pile above hole from falling, but difficult, construction quality is pulled out and cut to steel sheet pile
More difficult to control, disturbance can be generated to the hole soil body by squeezing into withdrawal process, can be had an impact to push pipe head export & import, and by
In steel sheet pile limited length system, the depth capacity for blocking hole is general < 12m.
To sum up, it is existing for upper pipe working well sealing hole structure exist not recoverable, difficulty of construction is big, construction
The problems such as period is long, project cost is high, safety coefficient is low.
Summary of the invention
The purpose of this utility model is that in view of the deficiencies of the prior art, a kind of open caisson reserved opening plugging structure is provided,
It solves the problems, such as that existing each component of portal plugging structure is not removable, be difficult to recycle.
The technical solution adopted in the utility model are as follows: a kind of open caisson reserved opening plugging structure, including portal steel loop, closing
Steel plate and stiffener assembly, the portal steel loop are embedded in the inner wall of open caisson reserved opening in advance, the external port of portal steel loop radially to
Outer extension;The closing Interal fixation on the outer end face of portal steel loop and closing reserved opening, in the closing steel plate and hole
The contact surface of door steel loop is equipped with sealing rod;The stiffener assembly is set in portal steel loop and is connected with the inner wall of portal steel loop.
According to the above scheme, injected hole is reserved on the closing steel plate.
According to the above scheme, the stiffener assembly include along spaced apart first stiffener of portal steel loop axis direction and
The end of second stiffener, the first stiffener and the second stiffener is connected with the inner wall of portal steel loop respectively.
According to the above scheme, connected between first stiffener and the second stiffener by several V-types being sequentially distributed
Fitting is connected;The closing Interal fixation is in the outside of the first stiffener.
According to the above scheme, first stiffener is to intersect the fashioned iron grid being welded in length and breadth by more fashioned iron;Institute
The fashioned iron that the second stiffener is equidistantly spaced from by more is stated to constitute.
According to the above scheme, several oblique strengthening supports are symmetrically added between the second stiffener and the inner wall of portal steel loop.
The utility model has the following beneficial effects:
1, plugging structure described in the utility model includes the reinforcement structure of inside and the enclosed construction in outside, and each component is equal
It for steel frame construction composition, had not only been able to satisfy reserved opening and has resisted the requirement of Water And Earth Pressures, but also be able to satisfy construction convenience requirement, moreover it is possible to
Structural stability is improved, construction risk is reduced, shortens the construction period, can also reduce project cost.
2, closing steel plate described in the utility model is adapted to reserved opening fitting, can be in closing steel plate such as aquifer water-bearing stratum
Waterproof sealing rod is added between hole, is undertaken and is kept out water and soil entrance and the effect of transmitting Water And Earth Pressures outside hole;
3, stiffener assembly described in the utility model, that is, grid steel frame structure can carry out splicing system according to portal size in advance
The grid steel frame structure of work or last starting well overall pulling down, after closing steel plate closes portal, fashioned iron grid can be pasted directly
It closes closing steel plate to be mounted as a whole on portal steel loop, shortens construction period.
4, it only needs to remove the first stiffener described in the utility model and the second stiffener when push pipe export & import,
Structure is simple, easy to disassemble;And the plugging structure stiffener assembly is recyclable is reused in push-bench received well portal, it can be with
The project cost of open caisson sealing hole is effectively reduced;
5, injected hole is arranged on closing steel plate in the utility model, can be needed at any time before push-bench export & import according to soil layer
Grouting and reinforcing is carried out to the soil body, can effectively improve safety when push-bench export & import.
6, the structure design of the utility model is reasonable, and feasibility is good, high reliablity.
Detailed description of the invention
Fig. 1 is the scheme of installation of one specific embodiment of this hair name.
Fig. 2 is enlarged drawing at A in Fig. 1.
Fig. 3 is the right view of Fig. 1.
Fig. 4 is the overall schematic of the present embodiment.
Fig. 5 is the B-B cross-sectional view of Fig. 4.
Wherein: 1, expansion bolt;2, steel plate is closed;3, the first stiffener;4, portal steel loop;5, the second stiffener;
6, sealing rod;7, V-type connector;8, oblique strengthening support;9, injected hole;10, reserved opening.
Specific embodiment
The utility model in order to better understand is in the following with reference to the drawings and specific embodiments made the utility model further
Ground description.
A kind of open caisson reserved opening plugging structure as shown in Figure 1, including portal steel loop 4, closing steel plate 2,6 and of sealing rod
Stiffener assembly, the portal steel loop 4 are embedded in the inner wall of open caisson reserved opening 10 in advance, and the external port of portal steel loop 4 is radially
Extend, extended segment and closing steel plate 2 are fixed on the outer end face of portal steel loop 4 by expansion bolt 1 and close open caisson hole to be provided
Mouth 10 is closed and reserves injected hole 9 on steel plate 2;It is equipped with sealing rod 6 on the contact surface of the closing steel plate 2 and portal steel loop 4,
Sealing rod 6 is made of rubber material.
Preferably, the stiffener assembly includes along spaced apart first stiffener 3 of 4 axis direction of portal steel loop and
Two stiffeners 5 (axis that the first stiffener 3 and the second stiffener 5 are each perpendicular to portal steel loop 4), the first stiffener
3 and second the end of stiffener 5 be connected (can for welding) with the inner wall of portal steel loop 4 respectively.First stiffener 3
And second be welded between stiffener 5 by several V-type connectors 7 being sequentially distributed;The closing steel plate 2 is fixed on
The outside of one stiffener 3, the first 3 pairs of stiffener closing steel plate 2 are supported reinforcing.Preferably, described first reinforces structure
Part 3 is to intersect the fashioned iron grid being welded in length and breadth by more fashioned iron;What second stiffener 5 was equidistantly spaced from by more
Fashioned iron is constituted.
Preferably, several oblique strengthening supports 8 are symmetrically added between the second stiffener 5 and the inner wall of portal steel loop 4;Institute
It states the fashioned iron that the second stiffener 5 is equidistantly spaced from by more to constitute, 5 outside of the oblique strengthening support 8 and the second stiffener
Two fashioned iron be connected.
Preferably, second stiffener 5 is set at 2/3rds side wall thicknesses of open caisson hole ecto-entad.
The present embodiment includes closed component and reinforcement assembly, and closed component therein includes closing steel plate 2 and portal steel loop
4;Reinforcement assembly includes two stiffeners, V-type connector 7 and oblique strengthening support 8, wherein the first stiffener 3 (namely fashioned iron
Grid) fitting closing steel plate 2 be supported reinforcing.Closing steel plate 2 in the present embodiment is using Q235 with a thickness of 8mm steel plate system
Make;2 reinforcing rib of steel plate is closed to be made of 14# I-steel;Second reinforcing rib is made of 12# I-steel;Close steel plate 2 with
Second reinforcing rib dowel is attached using the reinforcing bar of C20mm, HRB400.
Open caisson reserved opening plugging structure construction method is illustrated using the present embodiment below.A kind of open caisson hole to be provided
Mouthful plugging structure construction method specifically includes the following steps:
Step 1: designing and making each component of the plugging structure: the hole in the present embodiment according to open caisson reserved opening
Mouth size is A3000mm, is A3200mm according to its 2 size of closing steel plate for extending out 100mm cutting;
Step 2: preparation of construction: carrying out water power, channel, draining and the installation of lighting apparatus, it is ensured that construction equipment, construction
Materials arrival the coast is clear;Construction material, equipment and equipment are got all the ready, to meet construction requirement;
Step 3: pre-buried portal steel loop 4: designing portal steel loop 4 according to portal size, and be fixed and be set to open caisson hole
Mouth position, the internal model of portal when portal steel loop 4 is poured as caisson structure simultaneously;In the present embodiment, portal steel loop 4 uses thickness
The steel plate production for being 500mm for 10mm, width, guarantees the length of portal steel loop 4 and the consistency of thickness of structure side wall;
Step 4: pouring caisson structure: in open caisson openings position prefabricated open caisson blade foot and a Duan Jingbi, sink in pick, then
In the reinforcing bar of ground binding structure wall, fixed portal steel loop 4 makes the template of simultaneously mounting structure wall, finally in structural wall
Casting concrete in the template of body;
Step 5: sealing rod 6 is arranged and installs closing steel plate 2: bonding sealing rod 6, sealing in the extended segment of portal steel loop 4
The 1 fixed closed steel plate 2 of M16 expansion bolt that the outside of item 6 passes through several circumferential equidistantly distributeds;In the present embodiment, sealing rod 6
The extended segment of portal steel loop 4 is pasted on using one pack system neoprene-phenolic aldehyde glue caking agent;
Step 6: reinforcing closing steel plate 2: the first stiffener 3 is arranged on the inside of closing steel plate 2 and is reinforced, first adds
The end of strong component 3 and pre-buried portal steel loop 4 weld;In the present embodiment, the first stiffener 3 is by several transverse direction and longitudinal directions
14# I-steel cross weld forms, and whole the first stiffener 3 is in the netted laying of " well " font, and its internal I-steel is horizontal
To being 750mm with longitudinal pitch;
Step 7: the second stiffener 5 of installation: second being arranged at 2/3rds side wall thicknesses of open caisson hole ecto-entad
Stiffener 5, the end of the second stiffener 5 and the interior welds of portal steel loop 4 are fixed;Second stiffener 5 and first adds
It is welded between strong component 3 using V-type connector 7, V-type connector 7 is formed by C20mm, the reinforcement welding of HRB400;This reality
It applies in example, the second stiffener 5 is welded by several 12# I-steel with the spacing of 750mm;
Step 8: installing oblique strengthening support 8: if symmetrically being installed between the second stiffener 5 and the inner wall of portal steel loop 4
Oblique strengthening support 8 is done, wherein oblique strengthening support 8 is connected with two fashioned iron in 5 outside of the second stiffener;It is oblique in the present embodiment
Strengthening support 8 on portal steel loop 4, reinforces portal plugging structure again using the reinforcement welding of C25mm, HRB400.
Plugging structure described in the utility model can change according to the shape of open caisson portal, and the present embodiment is suitable for circle
The open caisson portal of shape;For the open caisson portal of rectangle or other shapes, the utility model can change.
The above is only the preferred embodiments of the utility model, are not intended to limit the utility model, although referring to reality
Example is applied the utility model is described in detail, it for those skilled in the art, still can be to aforementioned each
Technical solution and parameter documented by embodiment are modified or equivalent replacement of some of the technical features, still
Within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on should be included in this reality
Within novel protection scope.
Claims (6)
1. a kind of open caisson reserved opening plugging structure, which is characterized in that including portal steel loop, closing steel plate and stiffener assembly, institute
The inner wall that portal steel loop is embedded in open caisson reserved opening in advance is stated, the external port of portal steel loop extends radially outward;The closing steel
Plate is fixed on the outer end face of portal steel loop and closes open caisson hole, sets on the contact surface of the closing steel plate and portal steel loop
There is sealing rod;The stiffener assembly is set in portal steel loop and is connected with the inner wall of portal steel loop.
2. open caisson reserved opening plugging structure as described in claim 1, which is characterized in that reserve slip casting on the closing steel plate
Hole.
3. open caisson reserved opening plugging structure as described in claim 1, which is characterized in that the stiffener assembly includes along portal
Spaced apart first stiffener of steel loop axis direction and the second stiffener, the first stiffener and the second stiffener
End is connected with the inner wall of portal steel loop respectively.
4. open caisson reserved opening plugging structure as claimed in claim 3, which is characterized in that first stiffener and second
It is connected between stiffener by several V-type connectors being sequentially distributed;The closing Interal fixation is in the first stiffener
Outside.
5. open caisson reserved opening plugging structure as claimed in claim 3, which is characterized in that first stiffener is by more
Root fashioned iron intersects the fashioned iron grid being welded in length and breadth;The fashioned iron that second stiffener is equidistantly spaced from by more is constituted.
6. open caisson reserved opening plugging structure as claimed in claim 3, which is characterized in that in the second stiffener and portal steel
Several oblique strengthening supports are symmetrically added between the inner wall of ring.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821971502.9U CN209293051U (en) | 2018-11-26 | 2018-11-26 | A kind of open caisson reserved opening plugging structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821971502.9U CN209293051U (en) | 2018-11-26 | 2018-11-26 | A kind of open caisson reserved opening plugging structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN209293051U true CN209293051U (en) | 2019-08-23 |
Family
ID=67656264
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201821971502.9U Active CN209293051U (en) | 2018-11-26 | 2018-11-26 | A kind of open caisson reserved opening plugging structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN209293051U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109356183A (en) * | 2018-11-26 | 2019-02-19 | 武汉市市政建设集团有限公司 | A kind of open caisson reserved opening plugging structure and its construction method |
-
2018
- 2018-11-26 CN CN201821971502.9U patent/CN209293051U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109356183A (en) * | 2018-11-26 | 2019-02-19 | 武汉市市政建设集团有限公司 | A kind of open caisson reserved opening plugging structure and its construction method |
CN109356183B (en) * | 2018-11-26 | 2023-11-03 | 武汉市市政建设集团有限公司 | Open caisson reserved hole plugging structure and construction method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN109356183A (en) | A kind of open caisson reserved opening plugging structure and its construction method | |
CN203034467U (en) | Combined steel pile cofferdam with water-proof fore shafts | |
CN106836179B (en) | The construction method of vertical strengthening ribs enhanced bellows grouting pile | |
CN206189455U (en) | Piping lane | |
CN106193032B (en) | A kind of anti-float anchor rod construction method | |
CN203729308U (en) | Double-row pile supporting system of reinforced concrete pile combined structural steel cement mixing pile wall | |
CN107905814B (en) | Large span loess tunnel top bar CD construction method | |
CN103437348A (en) | Construction device and method of pile peripheral cemented soil cast-in-place stiffness core pile | |
CN105714831A (en) | Abnormal-shape double-row pile for supporting foundation pit side wall and construction method of abnormal-shape double-row pile | |
CN206467667U (en) | Suspended net shotcrete building enclosure between a kind of stake of use expansion type fixation reinforced mesh | |
CN110130363A (en) | Assembled is implanted into foundation pit enclosure stake and pile wall interaction structure and its construction method | |
CN108561156A (en) | Separate tunnel changes arch supporting construction and its construction method | |
CN203462463U (en) | Construction device of pile-peripheral cemented-soil cast-in-situ stiffening core pile | |
CN111364449A (en) | Construction method and structure for penetrating karst cave of precast tubular pile | |
CN103437779A (en) | Construction method for renovating tunnel lining water seeping damage | |
CN209293051U (en) | A kind of open caisson reserved opening plugging structure | |
JP6370645B2 (en) | Slope stabilization method for seismic and rainproof measures of earth structures by using pressure injection type rod-shaped reinforcements | |
CN212052717U (en) | Structure for penetrating karst cave of precast tubular pile | |
CN209115129U (en) | A kind of small pilot tunnel leading support equipment | |
CN106759111B (en) | Water-bag type concrete works deformation joint sealing swaging die with reinforcing fiber | |
CN213038391U (en) | Miniature pile structure for accelerating pit-to-pit construction speed of deep foundation pit | |
CN204780894U (en) | Can dismantle steel protects wound packages and puts | |
CN210483733U (en) | Prefabricated steel-UHPC composite pipe curtain device | |
CN209260899U (en) | A kind of steel pipe connecting node of assembly concrete column | |
CN203782685U (en) | Special hole forming device for construction of tubular pile |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |