CN207176619U - A kind of caulking joint device for tub foundation structure shore protection - Google Patents
A kind of caulking joint device for tub foundation structure shore protection Download PDFInfo
- Publication number
- CN207176619U CN207176619U CN201721199634.XU CN201721199634U CN207176619U CN 207176619 U CN207176619 U CN 207176619U CN 201721199634 U CN201721199634 U CN 201721199634U CN 207176619 U CN207176619 U CN 207176619U
- Authority
- CN
- China
- Prior art keywords
- foundation structure
- shore protection
- caulking joint
- tub
- fin
- 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.)
- Expired - Fee Related
Links
Landscapes
- Revetment (AREA)
Abstract
A kind of caulking joint device for tub foundation structure shore protection, including two fan fin walls being located between adjacent tub foundation structure shore protection, fin wall is oppositely arranged on adjacent tub foundation structure shore protection, space is provided between two fan fin walls, some caulking joint monomers for sealing space are provided between two fan fin walls, axis of the caulking joint monomer along tub foundation structure is arranged side by side.The utility model is by setting fin wall, installation carrier is provided to caulking joint monomer, if prefabricated board, the fin wall both sides of tub foundation structure are clipped in, are combined to form the well structure for blocking tub foundation structure gap with fin wall, then the casting concrete post into well structure, form structure and block space between bucket, by sealing joint strip, the sealing property of well structure is improved, the caulking joint especially suitable for offshore construction particularity is handled.
Description
Technical field
It the utility model is related to a kind of port engineering equipment, more particularly to a kind of caulking joint for tub foundation structure shore protection
Device.
Background technology
Tub foundation structure shore protection is by drawing water, it is not necessary to carries out soft soil foundation improvement, passes through shell wall, dividing plate
And the good soil layer in structure bottom is enclosed in weak soil in shell, weak soil and the interaction ability of tub foundation structure, shared are improved
The load that its superstructure is transmitted, form the shore protection of earth-retaining.After engineering site tub foundation structure is sunk, between general staving
There can be certain interval, it is necessary to carry out specially treated, consider offshore construction particularity, to improve work on the spot efficiency, construction matter
Amount, it is badly in need of a kind of suitable new caulking joint structure, the gap that can be filled up between staving.
The content of the invention
Technical problem to be solved in the utility model is in view of the shortcomings of the prior art, there is provided it is a kind of reasonable in design, block up
Stitch the good caulking joint device for tub foundation structure shore protection of effect.
Technical problem to be solved in the utility model is realized by following technical scheme, and the utility model is
A kind of caulking joint device for tub foundation structure shore protection, it is characterized in, including is located between adjacent tub foundation structure shore protection
Two fan fin walls, fin wall is oppositely arranged on adjacent tub foundation structure shore protection, is provided with space between two fan fin walls, two
Some caulking joint monomers for sealing space are provided between fan fin wall, axis of the caulking joint monomer along tub foundation structure is arranged side by side;
Described caulking joint monomer includes the prefabricated board for being clamped in fin wall both sides, and the prefabricated board of fin wall both sides passes through fastening
Bolt connects, and sealing joint strip is provided between prefabricated board and fin wall, passes through fin wall, prefabricated board between tub foundation structure shore protection
And sealing joint strip collectively forms a well structure, cast-in-situ concrete columns are provided with well structure.
Technical problem to be solved in the utility model can also be realized by following technical scheme, in fin wall
Bottom be provided with the fixation foundation of cast-in-situ concrete columns, described fixation foundation is by the taper base that forms of packed rubble accumulation
Seat.
Technical problem to be solved in the utility model can also be by following technical scheme come what is realized, and described is close
Seal strip is rubber strip.
Technical problem to be solved in the utility model can also be by following technical scheme come what is realized, and described is pre-
Making sheet is the sheet material made of concrete.
Technical problem to be solved in the utility model can also be realized by following technical scheme, described cast-in-place
Concrete column and fixed foundation form one.
Technical problem to be solved in the utility model can also be realized by following technical scheme, described bucket
Formula foundation structure shore protection is made up of upper strata cylinder and lower floor's cylinder, described fin wall and caulking joint monomer be located at upper strata cylinder it
Between.
Compared with prior art, the utility model provides installation carrier, if prefabricated by setting fin wall to caulking joint monomer
Plate, the fin wall both sides of tub foundation structure are clipped in, are combined to form the well type for blocking tub foundation structure gap with fin wall
Structure, then the casting concrete post into well structure, space between structure closure bucket is formed, by sealing joint strip, improves well type
The sealing property of structure, its is reasonable in design, work on the spot efficiency, construction quality is improved, especially suitable for offshore construction particularity
Caulking joint processing.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is Fig. 1 side view;
Fig. 3 is Fig. 1 partial enlarged drawing.
Embodiment
Referring to the drawings, concrete technical scheme of the present utility model is further described, in order to those skilled in the art
Member is further understood that the utility model, without forming the limitation to its right.
Reference picture 1-3, a kind of caulking joint device for tub foundation structure shore protection, including it is located at adjacent tub foundation structure
Two fan fin walls 6 between shore protection 1, fin wall 6 are oppositely arranged on adjacent tub foundation structure shore protection 1, i.e., the two fan edges of a wing
Wall 6 is respectively provided on adjacent tub foundation structure shore protection 1, and space 7 is provided between two fan fin walls 6, and two fan between fin walls 6
Provided with some caulking joint monomers 2 for sealing space 7, axis of the caulking joint monomer 2 along tub foundation structure 1 is arranged side by side;
Described caulking joint monomer includes the prefabricated board 3 for being clamped in the both sides of fin wall 6, and the prefabricated board 3 of the both sides of fin wall 6 passes through
Fastening bolt 5 connects, and sealing joint strip 8 is provided between prefabricated board 3 and fin wall 6, passes through the edge of a wing between tub foundation structure shore protection 1
Wall 6, prefabricated board 3 and sealing joint strip 8 collectively form a well structure, and cast-in-situ concrete columns 4 are provided with well structure.
The fixation foundation 9 of cast-in-situ concrete columns 4 is provided with the bottom of fin wall 6, described fixation foundation 9 is by packed broken
The taper pedestal that clitter product forms;Described sealing joint strip 8 is rubber strip;Described prefabricated board 3 is the plate made of concrete
Material;The cast-in-situ concrete columns 4 and fixed foundation 9 form one;Described tub foundation structure shore protection 1 is by upper strata cylinder with
Layer cylinder composition, described fin wall 6 and caulking joint monomer 2 are between the cylinder of upper strata.
Construction method of the present utility model is as follows:
1)In fin wall 6 sandwich, two pieces of prefabricated boards 3 of tub foundation structure, the inner side of every piece of prefabricated board 3 is pasted
The upper sealing joint strip 8 being engaged with fin wall 6, then tensed two pieces of prefabricated boards 3 by fastening bolt 5;
2)The mounted bottom of prefabricated board 3 spreads packed rubble as fixed foundation 9;
3)Finally coagulation is poured in the well structure formed by two fan 6, two pieces of prefabricated boards 5 of fin wall and sealing joint strip 8
Soil, cast-in-situ concrete columns 4 are formed, so as to complete caulking joint.
Claims (7)
- A kind of 1. caulking joint device for tub foundation structure shore protection, it is characterised in that:Including being located at adjacent tub foundation structure Two fan fin walls between shore protection, fin wall are oppositely arranged on adjacent tub foundation structure shore protection, are set between two fan fin walls There is space, some caulking joint monomers for sealing space, axis of the caulking joint monomer along tub foundation structure are provided between two fan fin walls It is arranged side by side;Described caulking joint monomer includes the prefabricated board for being clamped in fin wall both sides, and the prefabricated board of fin wall both sides passes through fastening bolt Connect, be provided with sealing joint strip between prefabricated board and fin wall, pass through fin wall, prefabricated board and close between tub foundation structure shore protection Seal strip collectively forms a well structure, and cast-in-situ concrete columns are provided with well structure.
- 2. the caulking joint device according to claim 1 for tub foundation structure shore protection, it is characterised in that:In fin wall Bottom is provided with the fixation foundation of cast-in-situ concrete columns.
- 3. the caulking joint device according to claim 2 for tub foundation structure shore protection, it is characterised in that:Described fixation Foundation is the taper pedestal formed by the accumulation of packed rubble.
- 4. the caulking joint device according to claim 1 for tub foundation structure shore protection, it is characterised in that:Described sealing Adhesive tape is rubber strip.
- 5. the caulking joint device according to claim 1 for tub foundation structure shore protection, it is characterised in that:Described is prefabricated Plate is the sheet material made of concrete.
- 6. the caulking joint device according to claim 1 for tub foundation structure shore protection, it is characterised in that:It is described cast-in-place mixed Solidifying earth pillar and fixed foundation form one.
- 7. the caulking joint device according to claim 1 for tub foundation structure shore protection, it is characterised in that:Described tub Foundation structure shore protection is made up of upper strata cylinder and lower floor's cylinder, and described fin wall and caulking joint monomer are between the cylinder of upper strata.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721199634.XU CN207176619U (en) | 2017-09-19 | 2017-09-19 | A kind of caulking joint device for tub foundation structure shore protection |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721199634.XU CN207176619U (en) | 2017-09-19 | 2017-09-19 | A kind of caulking joint device for tub foundation structure shore protection |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207176619U true CN207176619U (en) | 2018-04-03 |
Family
ID=61746947
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201721199634.XU Expired - Fee Related CN207176619U (en) | 2017-09-19 | 2017-09-19 | A kind of caulking joint device for tub foundation structure shore protection |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN207176619U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109930474A (en) * | 2019-04-04 | 2019-06-25 | 中交第三航务工程勘察设计院有限公司 | A kind of connected structure for pile foundation type trestle and barrel type basis |
-
2017
- 2017-09-19 CN CN201721199634.XU patent/CN207176619U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109930474A (en) * | 2019-04-04 | 2019-06-25 | 中交第三航务工程勘察设计院有限公司 | A kind of connected structure for pile foundation type trestle and barrel type basis |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN206495241U (en) | A kind of new waterproof construction of anti-float anchor rod | |
CN106869321A (en) | The prefabricated regeneration concrete bean column node and its construction method of a kind of reinforcement | |
CN206706772U (en) | A kind of double steel sheet pile supporting construction | |
CN102660936A (en) | Method for realizing seepage prevention of bridge wall by means of polyvinyl chloride film | |
CN110004991A (en) | Underground structure anti-floating system and construction method based on raised type tangs plate | |
CN207176619U (en) | A kind of caulking joint device for tub foundation structure shore protection | |
CN206625234U (en) | The adaptability connecting node of concrete assembled shaped steel mixing purlin and fender post | |
CN103397634A (en) | Anchoring construction method for fastener steel tube pile cofferdam | |
CN102677958B (en) | Building site greening ecological enclosing wall and construction method | |
CN109972627A (en) | A kind of fashioned iron assembled foundation pit enclosure structure and its construction method | |
CN105649107B (en) | Reinforced earth corrugated steel retaining wall structure | |
CN208328936U (en) | A kind of cast-in-place concrete slope enters warehouse channel | |
CN110593320A (en) | Early sealing structure for outer wall post-cast strip and construction method thereof | |
CN206800665U (en) | A kind of basement side wall late poured band structure | |
CN108457248A (en) | It is a kind of that concrete slab is avoided to squeeze the vertical crack structure destroyed and construction method | |
CN205577209U (en) | Can increase stable concrete integrated configuration that reduces vibration | |
CN208088305U (en) | A kind of foundation pit water burst fast plugging device | |
CN213417904U (en) | Closed basement floor subsides post-cast strip structure in advance | |
CN206971553U (en) | A kind of steel lattice column for carrying waterstop | |
CN107299649A (en) | A kind of post-cast strip advance water stop construction method for plentiful level of ground water | |
CN106836230A (en) | A kind of foundation ditch point hole construction method | |
CN106149634A (en) | The SR water sealing structure being connected between connecting plate with cut-pff wall seam and water-stopping method thereof | |
CN207419545U (en) | Basement roof aseismatic joint | |
CN209603196U (en) | Sole plate post-poured strip structure | |
CN206801597U (en) | A kind of flood mine chamber waterproof construction |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180403 Termination date: 20210919 |
|
CF01 | Termination of patent right due to non-payment of annual fee |