CN208363065U - Separate wall lock chamber structure - Google Patents
Separate wall lock chamber structure Download PDFInfo
- Publication number
- CN208363065U CN208363065U CN201820897229.3U CN201820897229U CN208363065U CN 208363065 U CN208363065 U CN 208363065U CN 201820897229 U CN201820897229 U CN 201820897229U CN 208363065 U CN208363065 U CN 208363065U
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- Prior art keywords
- wall
- ground
- lock
- breastwork
- bottom plate
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
Abstract
The utility model relates to a kind of separate wall lock chamber structures, including lock wall and bottom plate, lock wall includes the left lock wall and right lock wall for being located at bottom plate two sidewalls, each lock wall includes ground-connecting-wall, bored concrete pile, ground-connecting-wall, bored concrete pile top be provided with cap beam, two cap beams pass through coupling beam and connect, ground-connecting-wall is provided with breastwork in its corresponding cap beam, it is provided with cable duct, railing and manger board on breastwork, ground-connecting-wall and breastwork are provided with bollard close to the side wall of bottom plate, and bottom plate includes beam lattice, surface layer structure；Lock wall crest elevation, design water level elevation, form line elevation, ground-connecting-wall crest level are successively from high to low sequence.The utility model is suitable for the situation that natural ground level is lower than lock wall crest elevation, has the advantages that can to reduce that earth-retaining height, required place is small, excavation project amount is small, short construction period, construction technology is simple, project cost is low.
Description
Technical field
The utility model relates to ship lock fields, more specifically to a kind of separate wall lock chamber structure.
Background technique
Lock chamber is the space for being surround by upper and lower lock head and two sides lock wall and being formed, and is that ship lock realizes that it adjusts water level, lifting
Ship makes ship overcome the structure for concentrating the height of water on navigation channel.Lock chamber structure is divided into monolithic construction by stress and divides
From formula structure two major classes.The dock type structure that dock type lock chamber structure is linked together by two sides lock wall and bottom plate, can effectively fit
Answer differential settlement；Lock wall is respectively set with bottom plate in separate wall lock chamber structure, can effectively reduce bottom slab stress, and it is thick to reduce bottom plate
Degree.Separate wall lock chamber structure includes gravity type, cantilevered, buttress type, sheet pile formula, single ground-connecting-wall and cellular diaphragm wall formula.It is whole
Body formula lock chamber, the gravity type in separate type, cantilevered, buttress type lock chamber are both needed to carry out heavy excavation, and required place is larger, and excavate
Project amount is larger, long construction period.
In reorganization and expansion ship lock on hinge, usual narrow field, sheet pile formula, single ground-connecting-wall and trellis can be used
Even wall lock chamber structure.Sheet pile formula short construction period, project cost are low, but its earth-retaining height is small, durability is poor.Singlely even
Wall lock chamber short construction period, project cost are lower, but its earth-retaining height is smaller.Cellular diaphragm wall formula lock chamber rigidity is big, earth-retaining
Height is big, but its complicated construction technique, project cost are high.
When using single ground-connecting-wall or cellular diaphragm wall formula lock chamber structure, if natural ground level is lower than lock wall crest elevation, it is
The operation platform for constructing ground-connecting-wall structure, need to first be backfilled to lock wall crest elevation, and stemming operation amount is larger at this time and the later period needs to excavate,
Excavation project amount increases accordingly, and project cost is high.
Utility model content
The technical problem to be solved by the present invention is to provide a kind of separate wall lock chamber structure, be applicable not only to original place
Face elevation is lower than the situation of lock wall crest elevation, and earth-retaining height, required place is small, excavation project amount is small, construction with that can reduce
The advantage that period is short, construction technology is simple, project cost is low.
The technical scheme adopted by the utility model to solve the technical problem is as follows: constructing a kind of separate wall lock chamber structure, wrap
Lock wall and bottom plate are included, the lock wall includes the left lock wall and right lock wall for being located at bottom plate two sidewalls, and each lock wall includes that ground connects
Wall, bored concrete pile, the ground-connecting-wall, bored concrete pile top be provided with cap beam, two cap beams are connected by coupling beam, describedly
Even wall is provided with breastwork in its corresponding cap beam, and cable duct, railing and manger board, the ground-connecting-wall are provided on the breastwork
The side wall of bottom plate is provided with bollard with breastwork, the bottom plate includes beam lattice, surface layer structure；The lock wall crest elevation is set
Water level elevation, form line elevation, ground-connecting-wall crest level are counted successively from high to low sequence.
According to the above scheme, the ground-connecting-wall is armored concrete continuous underground wall structure.
According to the above scheme, the armored concrete ground-connecting-wall structure crest level is slightly below form line elevation.
According to the above scheme, multiple bored concrete piles are equidistantly spaced from.
According to the above scheme, the cap beam, coupling beam, breastwork are monolithic reinforced concrete structure.
According to the above scheme, the beam lattice include transverse beam lattice and longitudinal beam lattice.
According to the above scheme, the beam lattice are monolithic reinforced concrete structure.
According to the above scheme, the surface layer structure includes cast-in-place surface layer, metalling, medium-sand seam.
Compared with prior art, the utility model has the following beneficial effects:
1, ground-connecting-wall, filling pile structure can construct in situ face, the reorganization and expansion ship lock work being limited suitable for place
Journey, can avoid place heavy excavation scheme, and construction technology is simple, short construction period.
2, breastwork is arranged in its corresponding cap beam in ground-connecting-wall, manger board makes lock wall crest elevation meet code requirement, can subtract
Few ground-connecting-wall height, effective cost saving.
3, ground-connecting-wall crest level is slightly below ground elevation, can save to construct the stemming operation amount of the operation platform of ground-connecting-wall
And its excavated volume, effective cost saving；The earth-retaining height of ground-connecting-wall can also be reduced, reduce its internal force, and then reduce ground
Even wall construction thickness and its ratio of reinforcement, effective cost saving.
4, bored concrete pile has window shade effect, can effectively reduce soil pressure after the wall of ground-connecting-wall, and then reduce ground-connecting-wall structure
Thickness and its ratio of reinforcement, effective cost saving.
5, ground-connecting-wall and bored concrete pile directly pass through cap beam, coupling beam rigid connection, soil, hydraulic pressure after the wall that can bear ground-connecting-wall
Power is partly delivered to bored concrete pile, to be effectively improved ground-connecting-wall stress and then reduce ground-connecting-wall structural thickness and its arrangement of reinforcement
Rate, effective cost saving.
6, the transverse beam lattice of bottom plate have supporting role to ground-connecting-wall, and the longitudinal beam lattice of bottom plate can make above-mentioned supporting role equal
Even, the two combines the stress for being effectively improved ground-connecting-wall, and reduces ground-connecting-wall structural thickness and its ratio of reinforcement, effectively saving work
Journey investment.
Detailed description of the invention
Below in conjunction with accompanying drawings and embodiments, the utility model is described in further detail, in attached drawing:
Fig. 1 is the sectional schematic diagram of the utility model separate wall lock chamber structure；
Fig. 2 is the floor map of the utility model separate wall lock chamber structure.
In figure: lock wall 1 (including left lock wall 1.1, right lock wall 1.2.Wherein left lock wall 1.1 includes: left ground-connecting-wall 1.1.1, a left side
Bored concrete pile 1.1.2, left cap beam 1.1.3, left coupling beam 1.1.4, left breastwork 1.1.5, left cable duct 1.1.6, left column bar 1.1.7, a left side
Manger board 1.1.8, left bollard 1.1.9；Right lock wall 1.2 includes: right ground-connecting-wall 1.2.1, right bored concrete pile 1.2.2, right cap beam
1.2.3, right coupling beam 1.2.4, right breastwork 1.2.5, right cable duct 1.2.6, right column bar 1.2.7, right manger board 1.2.8, right mooring
Column 1.2.9)；Bottom plate 2 is (wherein: beam lattice 2.1, comprising: transverse beam lattice 2.1.1, longitudinal beam lattice 2.1.2；Surface layer structure 2.2, packet
It includes: cast-in-place surface layer 2.2.1, metalling 2.2.2, medium-sand seam 2.2.3)；Form line 3；Elevation 4 is (wherein: ground-connecting-wall crest level
4.1, design high-water 4.2, lock wall crest elevation 4.3).
Specific embodiment
For a clearer understanding of the technical features, objectives and effects of the utility model, now control attached drawing is detailed
Illustrate specific embodiment of the present utility model.
As shown in Figs. 1-2, the utility model separate wall lock chamber structure includes lock wall 1 and bottom plate 2.
Lock wall 1 includes the left lock wall 1.1 and right lock wall 1.2 for being located at 2 two sidewalls of bottom plate.
Left lock wall 1.1 includes left ground-connecting-wall 1.1.1, left bored concrete pile 1.1.2, left ground-connecting-wall 1.1.1, left bored concrete pile 1.1.2
Top be provided with left cap beam 1.1.3, two left cap beam 1.1.3 are existed by left coupling beam 1.1.4 connection, left ground-connecting-wall 1.1.1
It is provided with left breastwork 1.1.5 on its corresponding left cap beam 1.1.3, left cable duct 1.1.6, left column are provided on left breastwork 1.1.5
Bar 1.1.7, left manger board 1.1.8, left ground-connecting-wall 1.1.1 and left breastwork 1.1.5 are provided with left bollard close to the side wall of bottom plate 2
1.1.9。
Right lock wall 1.2 includes right ground-connecting-wall 1.2.1, right bored concrete pile 1.2.2, right ground-connecting-wall 1.2.1, right bored concrete pile 1.2.2
Top be provided with right cap beam 1.2.3, two right cap beam 1.2.3 are existed by right coupling beam 1.2.4 connection, right ground-connecting-wall 1.2.1
It is provided with right breastwork 1.2.5 on its corresponding right cap beam 1.2.3, right cable duct 1.2.6, right column are provided on right breastwork 1.2.5
Bar 1.2.7, right manger board 1.2.8, right ground-connecting-wall 1.2.1 and right breastwork 1.2.5 are provided with right bollard close to the side wall of bottom plate 2
1.2.9。
In this way, lock wall crest elevation 4.3, design water level elevation 4.2,3 elevation of form line, ground-connecting-wall crest level 4.1 successively from
High to low sequence.
Bottom plate 2 is arranged between left lock wall 1.1 and right lock wall 1.2.Bottom plate 2 includes beam lattice 2.1 and surface layer structure 2.2.Beam
Lattice 2.1 include transverse beam lattice 2.1.1 and longitudinal beam lattice 2.1.2, and surface layer structure 2.2 includes cast-in-place surface layer 2.2.1, metalling
2.2.2 and medium-sand seam 2.2.3.
Ground-connecting-wall, bored concrete pile are reinforced concrete structure, can construct in situ face, be limited suitable for place
Reorganization and expansion ship lock, can avoid place heavy excavation scheme, and construction technology is simple, short construction period.
Breastwork, manger board is arranged in ground-connecting-wall in its corresponding cap beam, and lock wall crest elevation 4.3 is made to meet code requirement (i.e.
4.3 > design high-water elevation 4.2+ of lock wall crest elevation designs ship freeboard), the height of ground-connecting-wall can be reduced, is effectively saved
Save construction investment.
Ground-connecting-wall crest level 4.1 is slightly below ground elevation 3, can save to construct the backfill of the operation platform of ground-connecting-wall structure
Project amount and its excavated volume, effective cost saving；The earth-retaining height of ground-connecting-wall can also be reduced, reduce its internal force, in turn
Reduce the thickness and its ratio of reinforcement of ground-connecting-wall, effective cost saving.
Bored concrete pile has window shade effect, can effectively reduce soil pressure after the wall of ground-connecting-wall, and then reduce the thickness of ground-connecting-wall
And its ratio of reinforcement, effective cost saving.
Ground-connecting-wall and bored concrete pile directly pass through cap beam, coupling beam is rigidly connected, soil, water pressure after the wall that can bear ground-connecting-wall
It is partly delivered to bored concrete pile, to be effectively improved ground-connecting-wall stress and then reduce the thickness and its ratio of reinforcement of ground-connecting-wall, is had
Imitate cost saving.
Transverse beam lattice have supporting role to ground-connecting-wall, and longitudinal beam lattice can make above-mentioned supporting role uniform, and the two is combined with
Effect improves the stress of ground-connecting-wall, and reduces the thickness and its ratio of reinforcement of ground-connecting-wall, effective cost saving.
The embodiments of the present invention are described above in conjunction with attached drawing, but the utility model is not limited to
The specific embodiment stated, the above mentioned embodiment is only schematical, rather than restrictive, this field it is common
Technical staff is not departing from the utility model aims and scope of the claimed protection situation under the enlightenment of the utility model
Under, many forms can be also made, these are belonged within the protection of the utility model.
Claims (7)
1. a kind of separate wall lock chamber structure, which is characterized in that including lock wall and bottom plate, the lock wall includes being located at bottom plate two
The left lock wall and right lock wall of side wall, each lock wall include ground-connecting-wall, bored concrete pile, the ground-connecting-wall, bored concrete pile top be respectively provided with
There is cap beam, two cap beams are connected by coupling beam, and the ground-connecting-wall is provided with breastwork, the breastwork in its corresponding cap beam
On be provided with cable duct, railing and manger board, the ground-connecting-wall and breastwork are provided with bollard, the bottom close to the side wall of bottom plate
Plate includes beam lattice, surface layer structure；The lock wall crest elevation, design water level elevation, form line elevation, ground-connecting-wall crest level successively from
High to low sequence.
2. separate wall lock chamber structure according to claim 1, which is characterized in that the ground-connecting-wall is armored concrete underground
Continuous wall construction.
3. separate wall lock chamber structure according to claim 2, which is characterized in that the armored concrete diaphram wall knot
Structure crest level is lower than form line elevation.
4. separate wall lock chamber structure according to claim 1, which is characterized in that multiple bored concrete piles are equidistantly spaced from.
5. separate wall lock chamber structure according to claim 1, which is characterized in that the cap beam, coupling beam, breastwork are cast-in-place steel
Tendon concrete structure.
6. separate wall lock chamber structure according to claim 1, which is characterized in that the beam lattice are cast-in-situ steel reinforced concrete knot
Structure, including transverse beam lattice and longitudinal beam lattice.
7. separate wall lock chamber structure according to claim 1, which is characterized in that the surface layer structure include cast-in-place surface layer,
Metalling, medium-sand seam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820897229.3U CN208363065U (en) | 2018-06-11 | 2018-06-11 | Separate wall lock chamber structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820897229.3U CN208363065U (en) | 2018-06-11 | 2018-06-11 | Separate wall lock chamber structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208363065U true CN208363065U (en) | 2019-01-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820897229.3U Active CN208363065U (en) | 2018-06-11 | 2018-06-11 | Separate wall lock chamber structure |
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| Country | Link |
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| CN (1) | CN208363065U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113136854A (en) * | 2021-04-21 | 2021-07-20 | 安徽省交通规划设计研究总院股份有限公司 | Separated lock chamber system with double-row pile support and buttress side wall combined |
-
2018
- 2018-06-11 CN CN201820897229.3U patent/CN208363065U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113136854A (en) * | 2021-04-21 | 2021-07-20 | 安徽省交通规划设计研究总院股份有限公司 | Separated lock chamber system with double-row pile support and buttress side wall combined |
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