CN218148286U - Assembled guide wall of impervious wall - Google Patents
Assembled guide wall of impervious wall Download PDFInfo
- Publication number
- CN218148286U CN218148286U CN202222249455.XU CN202222249455U CN218148286U CN 218148286 U CN218148286 U CN 218148286U CN 202222249455 U CN202222249455 U CN 202222249455U CN 218148286 U CN218148286 U CN 218148286U
- Authority
- CN
- China
- Prior art keywords
- wall
- plate body
- baffle
- slot
- connecting rod
- 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
- 238000007789 sealing Methods 0.000 claims abstract description 6
- 239000002689 soil Substances 0.000 claims description 13
- 230000000694 effects Effects 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 description 12
- 239000010959 steel Substances 0.000 description 12
- 238000000034 method Methods 0.000 description 9
- 238000010276 construction Methods 0.000 description 5
- 230000006978 adaptation Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000969 carrier Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
Images
Landscapes
- Filling Or Discharging Of Gas Storage Vessels (AREA)
Abstract
The application relates to the technical field of guide walls, in particular to an assembled guide wall of a diaphragm wall, which comprises two baffles and a connecting rod, wherein the cross sections of the two baffles are arranged in an L shape, the two baffles are parallel to each other, the connecting rod is perpendicular to the position between the two baffles, an inserting block is fixed at the end part of the connecting rod, a slot is formed in the top of each baffle, the inserting block is in inserting fit with the slot, the cross sections of the inserting block and the slot are arranged in a T shape, and a sealing piece for sealing the slot opening of the slot is arranged on each baffle; this application has the advantage that improves the convenience of leading the wall and accomodating the transportation.
Description
Technical Field
The application relates to a lead wall technical field, especially relate to wall is led to cut-off wall assembled.
Background
The impervious wall is a continuous earth wall which is built in a loose and permeable layer or an earth-rock dam (weir) and plays a role in seepage prevention. The technology of the impervious wall originates from Europe in the 50 th century, and has wide application at home and abroad due to the advantages of reliable structure, good impervious effect, adaptation to various stratum conditions, simple construction, low manufacturing cost and the like, particularly good effect on treating the hidden danger of seepage deformation such as dam foundation seepage, soil flowing behind a dam, piping and the like.
The guide wall is indispensable in the construction of the impervious wall, the guide wall is a construction measure mode of a construction unit, the guide wall is constructed before grooving of the impervious wall, the guide wall is a key for ensuring the accurate position and grooving quality of the impervious wall, and during construction, the guide wall bears the static and dynamic loads of a reinforcement cage, a guide pipe for pouring concrete, a drilling machine and the like.
Among the correlation technique, it has "L" type or "L" type setting to lead the wall, prefabricated steel leads the wall and is for falling "L" type usually, refer to fig. 1, prefabricated steel leads the wall and generally includes two baffles and a connecting rod, connecting rod vertical fixation is between the relative lateral wall of two baffles, above-mentioned prefabricated steel leads between the baffle of wall and the connecting rod and is set up for welded fastening usually, consequently difficult demolish, in the in-process of accomodating the transportation, prefabricated steel leads the volume that the wall occupy more, be not convenient for accomodate the transportation.
Disclosure of Invention
In order to improve the convenience of leading the transportation is accomodate to the wall, this application provides the wall is led to impervious wall assembled.
The application provides a diaphragm wall assembled leads wall adopts following technical scheme:
the assembled guide wall of impervious wall, including two baffles and connecting rod, two the baffle cross-section all is the L type setting, two the baffle is parallel to each other, the connecting rod perpendicular with two between the baffle, the end fixing of connecting rod has the inserted block, the slot has been seted up at the top of baffle, the inserted block with the slot cooperation of pegging graft, the inserted block with the cross-section of slot all is the T type setting, be provided with on the baffle and be used for the involution of slot notch.
Through adopting above-mentioned technical scheme, when should leading the wall and demolish, remove the involution piece, so that the notch of slot is opened, take the inserted block out the slot, and then make connecting rod and baffle break away from each other, the position that independent baffle and connecting rod were put is more free, with the correlation technique, prefabricated steel is led and is set up for welded fastening usually between the baffle of wall and the connecting rod and compare, the in-process of accomodating the transportation has been reduced, the volume that the wall occupy is led to prefabricated steel, be convenient for more accomodate the transportation, the convenience of transportation is accomodate to the wall of leading has indirectly been improved.
Preferably, the end of the connecting rod is provided with a thread section, the side wall of the inserting block is provided with a thread groove, and the thread section is in thread fit with the thread groove.
Through adopting above-mentioned technical scheme, screw thread section and thread groove screw-thread fit, and then realized being connected with dismantling between connecting rod and the inserted block, should lead the wall and can further dismantle and accomodate, simultaneously, can change the connecting rod of different length according to the distance between the soil wall, indirectly improved the suitability of this guide wall.
Preferably, the baffle includes first plate body and second plate body, the second plate body articulate in the top edge of first plate body, the slot is seted up in on the first plate body, first plate body with be provided with fixed subassembly between the second plate body.
Through adopting above-mentioned technical scheme, pressure is exerted to the soil wall to first plate body, still can play certain fixed action through the second plate body and the frictional force on ground, and first plate body and second plate body are articulated to be cooperated moreover, are convenient for accomodate transportation etc..
Preferably, the lateral wall of first plate body is fixed with two carriers that are parallel to each other, the lateral wall of second plate body is fixed with the dwang, the dwang rotate bear in bear on the carrier, the one end of dwang is run through bear the lateral wall of seat, the one end that the dwang was worn out is fixed with the connecting block, fixed subassembly includes the bolt, the bolt activity runs through the connecting block just insert extremely bear in the seat.
Through adopting above-mentioned technical scheme, after the second plate body rotated certain angle, with the bolt through connection piece and insert the carrier seat in, because the connecting block is fixed in the tip of dwang, and the dwang is fixed with the lateral wall of second plate body, and then has injectd the motion of second plate body to realize the relative fixation between second plate body and the first plate body.
Preferably, the fixing assembly further comprises a disc, the number of the four bolts is four, the four bolts are perpendicularly fixed on the side wall of the disc, and the four bolts are circumferentially arranged at intervals of 90 degrees along the axis of the disc.
Through adopting above-mentioned technical scheme, the bolt sets up four, has strengthened its and connecting block and bear the weight of the joint strength between the seat indirectly, and four bolts are followed the axis of disc is 90 interval circumference and sets up, when the second plate body was accomodate or was opened, the connecting block with bear and all can correspond in confession bolt male position between the seat, improved the convenience of operation.
Preferably, the sealing member is a stop block, and when the second plate body rotates by a certain angle, the stop block seals the slot opening of the slot.
By adopting the technical scheme, when the second plate body rotates by a certain angle, the stop block is sealed at the notch of the slot, and the fixing between the second plate body and the first plate body is realized by the fixing component, so that the stop block can limit the movement of the insert block, and the fixing of the insert block is realized.
Preferably, the side wall of the baffle is provided with a plurality of cones, and the cones are in plug-in fit with the soil wall.
By adopting the technical scheme, the cone is in plug-in fit with the soil wall, so that the connection stability between the baffle and the soil wall is further enhanced.
Preferably, a handle is fixed on the top of the baffle.
Through adopting above-mentioned technical scheme, operating personnel is through holding the handle to in carrying and taking the baffle.
In summary, the present application includes at least one of the following beneficial technical effects:
1. when the guide wall is dismantled, the sealing piece is removed, so that the notch of the slot is opened, the insertion block is drawn out of the slot, the connecting rod and the baffle are separated from each other, the independent baffle and the connecting rod are placed more freely, the occupied volume of the prefabricated steel guide wall in the process of storage and transportation is reduced, the storage and transportation are more convenient, and the convenience of the storage and transportation of the guide wall is indirectly improved;
2. the thread section is in thread fit with the thread groove, so that the detachable connection between the connecting rod and the insert block is realized, the guide wall can be further detached and stored, meanwhile, the connecting rods with different lengths can be replaced according to the distance between the soil walls, and the applicability of the guide wall is indirectly improved;
3. the first plate body exerts pressure to the soil wall, still can play certain fixed action through the frictional force on second plate body and ground, and first plate body and second plate body are articulated to be cooperated moreover, are convenient for accomodate transportation etc..
Drawings
Fig. 1 is a schematic overall structure diagram of an embodiment of the present application.
Fig. 2 is an assembly schematic of an embodiment of the present application.
Description of reference numerals: 1. a baffle plate; 11. a first plate body; 111. inserting slots; 112. a vertebral body; 113. a handle; 114. a bearing seat; 12. a second plate body; 121. a stopper; 122. connecting blocks; 2. a connecting rod; 21. a bump; 211. a threaded section; 3. inserting a block; 31. a thread groove; 4. a fixing assembly; 41. a bolt; 42. a disk.
Detailed Description
The present application is described in further detail below with reference to fig. 1-2.
The embodiment of the application discloses wall is led to cut-off wall assembled. Referring to fig. 1 and 2, the assembled wall of leading of impervious wall includes two baffles 1 and connecting rod 2, connecting rod 2 sets up to single connecting rod 2 and is the level setting, baffle 1's cross sectional shape roughly is the setting of L type, two baffles 1 are parallel to each other, connecting rod 2 sets up perpendicularly and between two baffles 1, the end fixing of connecting rod 2 has inserted block 3, slot 111 has been seted up at baffle 1's top, slot 111 runs through baffle 1's top and baffle 1's lateral wall, inserted block 3 all is the setting of T type with slot 111's cross-section, be provided with the involution that is used for involution slot 111 notch on baffle 1, in this embodiment, baffle 1 and connecting rod 2 are the steel structure, certain structural strength has.
Corresponding, when should leading the wall and demolish, remove the involution, so that the notch of slot 111 is opened, take insert block 3 out slot 111, and then make connecting rod 2 break away from each other with baffle 1, the position that independent baffle 1 and connecting rod 2 were put is more free, with the correlation technique, prefabricated steel leads and compares for welded fastening setting usually between baffle 1 and the connecting rod of wall, the in-process of accomodating the transportation has been reduced, the volume that the wall occupy is led to prefabricated steel, be convenient for more accomodate the transportation, the indirect convenience of leading the wall to accomodate the transportation that has improved.
In addition, the side wall of baffle 1 is fixed with a plurality of cones perpendicularly, and the cone is pegged graft with the soil wall and is cooperated, has further strengthened the stability of being connected between baffle 1 and the soil wall. Meanwhile, a handle 113 is fixed at the top of the baffle 1, and an operator can hold the handle 113 so as to lift the baffle 1.
Further, the coaxial lug 21 that is provided with of tip of connecting rod 2, lug 21 sets up with connecting rod 2 for integrated into one piece, the outer wall of lug 21 is provided with screw thread section 211, and simultaneously, the lateral wall of inserted block 3 is provided with thread groove 31, screw thread section 211 and the thread groove 31 screw-thread fit, and then realized connecting rod 2 and inserted block 3 between can dismantle and be connected, should lead the wall and can further dismantle and accomodate, and simultaneously, can be according to the distance between the soil wall, change the connecting rod 2 of different length, the suitability of this leading the wall has been improved indirectly.
Specifically, baffle 1 includes first plate body 11 and second plate body 12, and second plate body 12 articulates in the top edge of first plate body 11, when should leading the wall during operation, and second plate body 12 is the level setting, and when should leading the wall idle, second plate body 12 is vertical setting, and first plate body 11 exerts pressure to the soil wall, still can play certain fixed action with the frictional force on ground through second plate body 12, and first plate body 11 and the articulated cooperation of second plate body 12 are convenient for accomodate transportation etc. moreover. In addition, the slot 111 is opened on the first board 11, and the fixing component 4 is disposed between the first board 11 and the second board 12.
Correspondingly, the lateral wall of first plate body 11 is fixed with two bearing seats 114 that are parallel to each other, and the lateral wall of second plate body 12 is fixed with the dwang (not shown in the figure), and the dwang rotates and bears on bearing seat 114, and the one end of dwang runs through the lateral wall that bears bearing seat 114, and the one end that the dwang was worn out is fixed with connecting block 122, and connecting block 122's cross-section is circular setting, and fixed subassembly 4 includes bolt 41, and bolt 41 activity runs through connecting block 122 and inserts to bearing seat 114 in.
Further, the fixing assembly 4 further comprises a disc 42, four bolts 41 are arranged, four bolts 41 are perpendicularly fixed on the side wall of the disc 42, and the four bolts 41 are circumferentially arranged along the axis of the disc 42 at intervals of 90 °.
After the second plate 12 rotates 90 °, the pin 41 penetrates through the connecting block 122 and is inserted into the bearing seat 114, and since the connecting block 122 is fixed to the end of the rotating rod, and the rotating rod is fixed to the side wall of the second plate 12, the movement of the second plate 12 is limited, so that the relative fixation between the second plate 12 and the first plate 11 is realized.
Meanwhile, the four bolts 41 are arranged, so that the connection strength between the four bolts and the connecting block 122 and the bearing seat 114 is indirectly enhanced, the four bolts 41 are circumferentially arranged at intervals of 90 degrees along the axis of the disc 42, and when the second plate body 12 is stored or opened, the positions, inserted by the bolts 41, between the connecting block 122 and the bearing seat 114 can correspond to each other, so that the convenience in operation is improved.
Correspondingly, the sealing member is set as a stop block 121, when the second plate body 12 rotates 90 degrees, the stop block 121 is sealed at the notch of the slot 111, the side wall of the stop block 121 is in butt joint with the side wall of the insert block 3, and the fixing between the second plate body 12 and the first plate body 11 is realized due to the fixing component 4, so that the stop block 121 can limit the movement of the insert block 3, and the fixation of the insert block 3 is realized.
The implementation principle of the diaphragm wall assembled guide wall of the embodiment of the application is as follows: when this lead wall demolishs, remove the involution piece, so that the notch of slot 111 is opened, take inserted block 3 out slot 111, and then make connecting rod 2 break away from each other with baffle 1, the position that independent baffle 1 and connecting rod 2 put is more free, in the correlation technique, prefabricated steel leads and is compared for welded fastening setting usually between baffle 1 and the connecting rod of wall, the in-process of accomodating the transportation has been reduced, prefabricated steel leads the volume that the wall occupy, be convenient for more accomodate the transportation, the indirect convenience of leading the wall and accomodating the transportation that has improved.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. Wall is led to impervious wall assembled, its characterized in that: including two baffle (1) and connecting rod (2), two baffle (1) cross-section all is the L type setting, two baffle (1) is parallel to each other, connecting rod (2) perpendicular and two between baffle (1), the end fixing of connecting rod (2) has inserted block (3), slot (111) have been seted up at the top of baffle (1), inserted block (3) with slot (111) are pegged graft the cooperation, inserted block (3) with the cross-section of slot (111) all is the T type setting, be provided with on baffle (1) and be used for the involution of slot (111) notch.
2. The fabricated guide wall for a diaphragm wall according to claim 1, wherein: the end of the connecting rod (2) is provided with a threaded section (211), the side wall of the inserting block (3) is provided with a threaded groove (31), and the threaded section (211) is in threaded fit with the threaded groove (31).
3. The fabricated guide wall for a diaphragm wall according to claim 1, wherein: baffle (1) includes first plate body (11) and second plate body (12), second plate body (12) articulate in the top edge of first plate body (11), slot (111) are seted up in on the first plate body (11), first plate body (11) with be provided with between the second plate body (12) fixed subassembly (4).
4. The assembled diaphragm wall guide wall of claim 3, wherein: the lateral wall of first plate body (11) is fixed with two bear seat (114) that are parallel to each other, the lateral wall of second plate body (12) is fixed with the dwang, the dwang rotate bear in bear on seat (114), the one end of dwang runs through bear the lateral wall of seat (114), the one end that the dwang was worn out is fixed with connecting block (122), fixed subassembly (4) include bolt (41), bolt (41) activity runs through connecting block (122) and insert to bear in the seat (114).
5. The fabricated guide wall for a diaphragm wall according to claim 4, wherein: fixed subassembly (4) still include disc (42), bolt (41) are provided with four, four bolt (41) vertical fixation is in the lateral wall of disc (42), four bolt (41) are followed the axis of disc (42) is 90 intervals circumference and sets up.
6. The diaphragm wall fabricated guide wall of claim 4, wherein: the sealing piece is arranged to be a stop block (121), and when the second plate body (12) rotates for a certain angle, the stop block (121) is sealed at the notch of the slot (111).
7. The fabricated guide wall for a diaphragm wall according to claim 1, wherein: the side wall of the baffle (1) is provided with a plurality of cones, and the cones are in plug-in fit with the soil wall.
8. The assembled diaphragm wall guide wall of claim 1, wherein: a handle (113) is fixed on the top of the baffle (1).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202222249455.XU CN218148286U (en) | 2022-08-24 | 2022-08-24 | Assembled guide wall of impervious wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202222249455.XU CN218148286U (en) | 2022-08-24 | 2022-08-24 | Assembled guide wall of impervious wall |
Publications (1)
Publication Number | Publication Date |
---|---|
CN218148286U true CN218148286U (en) | 2022-12-27 |
Family
ID=84555549
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202222249455.XU Active CN218148286U (en) | 2022-08-24 | 2022-08-24 | Assembled guide wall of impervious wall |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN218148286U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN117211302A (en) * | 2023-11-09 | 2023-12-12 | 中建交通建设集团有限公司 | Assembled steel-concrete guide wall and construction method thereof |
-
2022
- 2022-08-24 CN CN202222249455.XU patent/CN218148286U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN117211302A (en) * | 2023-11-09 | 2023-12-12 | 中建交通建设集团有限公司 | Assembled steel-concrete guide wall and construction method thereof |
CN117211302B (en) * | 2023-11-09 | 2024-02-27 | 中建交通建设集团有限公司 | Assembled steel-concrete guide wall and construction method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN218148286U (en) | Assembled guide wall of impervious wall | |
CN211171990U (en) | Grouting pipe for filling foundation | |
CN203613529U (en) | Rigid joint for underground continuous wall | |
CN205576908U (en) | Novel anchoring rod | |
CN216839398U (en) | Steel pipe pile and foundation pit slope protection | |
CN212742542U (en) | Slip casting pipe is used in hydraulic engineering construction | |
CN212104063U (en) | Grouting type double-anchor-head anchor rod | |
CN112554170A (en) | Hasp steel-pipe pile and foundation ditch envelope | |
CN216474980U (en) | Cast-in-place pile filling mould free of digging soil between piles | |
CN215408714U (en) | Anchor rod grout stopping device and grouting anchor rod | |
CN211596818U (en) | Large-load industrial building foundation structure | |
CN208733647U (en) | The outer supporting construction of modified deep basal pit | |
CN205154183U (en) | Weak surrounding rock tunnel warp reinforcing apparatus | |
CN208899495U (en) | Deep basal pit external supporting structure | |
CN208996747U (en) | A kind of reaming type prestress anchorage cable drill bit device easy to connect | |
CN219887115U (en) | Integrated drainage well | |
CN215057370U (en) | Shield constructs quick-witted solid of revolution connecting device | |
CN222252132U (en) | Foundation pit steel pipe diagonal bracing support | |
JP2010189939A (en) | Backing prevention device | |
CN214574128U (en) | Anti basement bottom plate structure that floats | |
CN216865152U (en) | PCMW worker method stake tubular pile positioner is strutted to super large deep basal pit | |
CN219450798U (en) | Cup rim foundation with anti-pulling bearing capacity component | |
CN216892382U (en) | Be suitable for anti-overturning anti-drop steel sleeve of karst pile foundation construction | |
CN222161520U (en) | Combined sewage well structure | |
CN206396747U (en) | A kind of project pile deflection prevention structure used on soft soil foundation |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |