CN215715173U - Ship lock side wall structure with large-thickness stone bars - Google Patents
Ship lock side wall structure with large-thickness stone bars Download PDFInfo
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- CN215715173U CN215715173U CN202122024689.XU CN202122024689U CN215715173U CN 215715173 U CN215715173 U CN 215715173U CN 202122024689 U CN202122024689 U CN 202122024689U CN 215715173 U CN215715173 U CN 215715173U
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- side wall
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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
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Abstract
The utility model relates to a ship lock lateral wall structure with big thickness barred rock in hydraulic engineering field, it includes the concrete side wall, and the concrete side wall is provided with the noodless slabstone towards one side in river course, is provided with between noodless slabstone and the concrete side wall to be used for the coupling assembling fixed with noodless slabstone and concrete side wall, still is provided with the adhesive linkage between concrete side wall and the noodless slabstone. This application has the stability of being connected that improves noodless slabstone and concrete side wall, reduces later stage staff's the maintenance degree of difficulty and the effect of cost.
Description
Technical Field
The application relates to the field of hydraulic engineering, in particular to a ship lock side wall structure with large-thickness barred rocks.
Background
The natural river must have a step-shaped longitudinal section to form a concentrated water surface drop because of flow regulation, canalization navigation and restriction of terrain conditions and water surface gradient on the canal; therefore, the ship needs to pass through the drop directly by means of a special navigation building; the most applied modern navigation building is a ship lock which is a box-shaped structure and consists of an upstream and a downstream navigation channel and upstream and downstream lock head connecting lock chambers.
Current ship lock lateral wall structure includes the concrete side wall, and the concrete side wall is provided with the noodless slabstone towards one side in river course, and the noodless slabstone passes through concrete mortar mutual fixed connection with the concrete side wall, but thick and heavy because of the noodless slabstone, and the ship body can collide with often in transportation engineering and touch the ship lock lateral wall, consequently the mutual fixation that noodless slabstone and concrete side wall can not be stable, and then has increased later stage staff's the maintenance degree of difficulty and cost.
SUMMERY OF THE UTILITY MODEL
In order to improve the stability of being connected of protecting noodless slabstone and concrete side wall, reduce later stage staff's the maintenance degree of difficulty and cost, this application provides a ship lock lateral wall structure with big thickness barren rock.
The application provides a ship lock lateral wall structure with heavy gauge barren rock adopts following technical scheme:
the utility model provides a ship lock lateral wall structure with big thickness barred rock, includes the concrete side wall, and the concrete side wall is provided with the noodless slabstone towards one side in river course, is provided with between noodless slabstone and the concrete side wall to be used for the coupling assembling fixed with noodless slabstone and concrete side wall, still is provided with the adhesive linkage between concrete side wall and the noodless slabstone.
Through adopting above-mentioned technical scheme, the staff uses coupling assembling at first to fix noodless slabstone and concrete side wall, then pour the concrete and form the adhesive linkage between noodless slabstone and concrete side wall again, through the fixed mode that both combine, it only uses concrete mortar to fix noodless slabstone and concrete side wall and cause the unstable condition of connection to take place to have reduced, the connection stability of noodless slabstone and concrete side wall has been improved, later stage staff's the maintenance degree of difficulty and cost have been reduced.
Optionally, a plurality of slots have been seted up to the upper and lower surface of noodless slabstone, coupling assembling includes that the card establishes the pendant in the slot, concrete side wall towards one side of noodless slabstone through pre-buried bolt be fixed with pendant complex fossil fragments, pendant and fossil fragments pass through bolt and nut reciprocal anchorage.
Through adopting above-mentioned technical scheme, the staff uses coupling assembling at first to fix noodless slabstone and concrete side wall, then pour the concrete and form the adhesive linkage between noodless slabstone and concrete side wall again, through the fixed mode that both combine, it only uses concrete mortar to fix noodless slabstone and concrete side wall and cause the unstable condition of connection to take place to have reduced, the connection stability of noodless slabstone and concrete side wall has been improved, later stage staff's the maintenance degree of difficulty and cost have been reduced. Through adopting above-mentioned technical scheme, hang the pendant hook in the slot of noodless slabstone, then fixed with the fossil fragments on pendant and the concrete side wall again, can realize the interconnect of noodless slabstone and concrete side wall, simple structure is fixed stable, has improved the installation effectiveness of noodless slabstone.
Optionally, a gap between the hanging piece and the slot is filled with structural adhesive.
Through adopting above-mentioned technical scheme, the filling to the slot gap is glued to the structure, has not only reduced and has produced the possibility of rocking between pendant and the noodle protecting strip slabstone, makes the pendant more firm with being connected of noodle protecting strip slabstone moreover, has improved the fixed stability of noodle protecting strip slabstone and pendant.
Optionally, white cement mortar is filled in a gap between two vertically adjacent noodle-protecting stone slabs.
Through adopting above-mentioned technical scheme, the effect of sheltering from of white cement mortar has reduced the possibility that the water in external rainwater and the river course passed the protection noodless slabstone and enters into the adhesive linkage, has strengthened the protection to the adhesive linkage, has played the cushioning effect to two protection noodless slabstones moreover.
Optionally, an elastic round strip is clamped at a gap between two vertically adjacent noodle protecting stone slabs, and the round strip is located between the white cement mortar and the slot.
Through adopting above-mentioned technical scheme, the sealed effect of circle strip, further reinforcing shelters from to rainwater and river course water.
Optionally, a horizontal wire drawing groove is formed in one side, away from the concrete side wall, of the face protection strip stone slab, and the wire drawing groove is communicated with the upper surface of the face protection strip stone slab.
Through adopting above-mentioned technical scheme, the setting of wire drawing recess makes external rainwater change and follows the downward landing of armor strip stone slab, has also weakened the erodeing of white cement mortar.
Optionally, the depth of the wire drawing groove is 18mm-22mm, and the width of the wire drawing groove is 45mm-55 mm.
By adopting the technical scheme, the drawing groove is ensured to drain rainwater, the opening depth and width of the drawing groove are reduced, and the processing difficulty of workers on the drawing groove is reduced.
Optionally, a reinforcing mesh is clamped between the protective noodle stone plate and the concrete side wall, and the concrete mortar is poured on the reinforcing mesh.
Through adopting above-mentioned technical scheme, fix the reinforcing bar net in the adhesive linkage, improved the structural strength of adhesive linkage for it is inseparabler that the noodless slabstone is fixed with the concrete side wall, further improvement noodless slabstone and the firm in connection nature of concrete side wall.
In summary, the present application includes at least one of the following beneficial technical effects:
the connection stability of the facing strip stone slab and the concrete side wall is improved, the facing strip stone slab is fixed with the concrete side wall by using the connecting assembly, then concrete is poured between the facing strip stone slab and the concrete side wall to form an adhesive layer, and by the fixing mode of combining the facing strip stone slab and the concrete side wall, the unstable connection condition caused by fixing the facing strip stone slab and the concrete side wall only by using concrete mortar is reduced, and the maintenance difficulty and cost of later-period workers are reduced;
the mounting efficiency of the protective strip stone slab is improved, the hanger is hooked in the slot of the protective strip stone slab, and then the hanger is fixed with the keel on the concrete side wall, so that the protective strip stone slab and the concrete side wall can be connected with each other, and the structure is simple and stable;
the fixing stability of noodless slabstone and pendant has been improved, glues the packing to the slot gap through the structure, has not only reduced and has produced the possibility of rocking between pendant and the noodless slabstone, makes the pendant more firm with being connected of noodless slabstone moreover.
The sealing effect of the round bars enhances the shielding of rainwater and river water, and improves the protection efficiency of the bonding layer formed by the concrete mortar.
Drawings
Fig. 1 is a schematic overall structural view of a lock side wall structure according to an embodiment of the present application;
fig. 2 is a partially enlarged schematic view of a portion a in fig. 1.
Description of reference numerals: 1. concrete side walls; 2. protecting the noodles with stone; 21. a slot; 22. drawing a groove; 3. a connecting assembly; 31. a keel; 32. embedding bolts in advance; 33. hanging parts; 331. inserting plates; 34. a bolt; 35. a nut; 4. an adhesive layer; 5. structural adhesive; 6. round bars; 7. white cement mortar; 8. and (4) reinforcing mesh.
Detailed Description
The present application is described in further detail below with reference to figures 1-2.
The embodiment of the application discloses ship lock lateral wall structure with heavy gauge barren rock. Referring to fig. 1, the ship lock lateral wall structure includes concrete side wall 1, one side of concrete side wall 1 towards the river course is provided with the armor strip slabstone 2 of a plurality of rectangles, armor strip slabstone 2 is the granite material and leaves the interval between armor strip slabstone 2 and the concrete side wall 1, a plurality of armor strip slabstones 2 shelter from to cover concrete side wall 1 and leave the gap between two adjacent armor strip slabstones 2 from top to bottom, be provided with between armor strip slabstone 2 and the concrete side wall 1 and be used for the coupling assembling 3 fixed with armor strip slabstone 2 and concrete side wall 1, and gap department between concrete side wall 1 and the armor strip slabstone 2 still is provided with adhesive linkage 4 with the concrete mortar formation of filling.
Referring to fig. 2, coupling assembling 3 is including setting up two fossil fragments 31 towards noodless slabstone 2 one side at concrete side wall 1, fossil fragments 31 level is arranged and two interval settings from top to bottom, every fossil fragments 31 all is through buried bolt 32 and concrete side wall 1 reciprocal anchorage in advance, slot 21 of a plurality of rectangles has respectively been seted up on two upper and lower surfaces of noodless slabstone 2, a plurality of slots 21 are arranged along the equidistant length direction of noodless slabstone 2, each is fixed with pendant 33 of a plurality of stainless steel through bolt 34 and nut 35 on every fossil fragments 31, a plurality of pendants 33 respectively with a plurality of slots 21 one-to-one, the one end of pendant 33 extends to the direction of noodless slabstone 2, and each picture peg 331 of the upper and lower both sides of pendant 33 tip is inserted respectively in two slots 21 of two adjacent noodless slabstones 2.
When the mask strip stone slab 2 and the concrete side wall 1 need to be installed, a worker firstly fixes the keel 31 with the concrete side wall 1 through the embedded bolts 32, then the worker fixes the mask strip stone slab 2 with the keel 31 through the hanging pieces 33, the bolts 34 and the nuts 35, and then the worker can pour concrete mortar into a gap between the mask strip stone slab 2 and the concrete side wall 1 to form the bonding layer 4, so that the thick mask strip stone slab 2 is fixed with the concrete side wall 1 through the mode that the bonding layer 4 is combined with the keel 31 and the hanging pieces 33, the situation that the mask strip stone slab 2 and the concrete side wall 1 are only fixed by using the concrete mortar to cause unstable connection is reduced, the connection stability of the mask strip stone slab 2 and the concrete side wall 1 is improved, and the maintenance difficulty and the cost of later-stage workers are reduced.
Referring to fig. 1 and 2, a gap between the insertion plate 331 and the insertion slot 21 is filled with a structural adhesive 5 special for stone, so as to improve the connection stability of the hanging member 33 and the facing strip stone plate 2; lie in slot 21 and deviate from 1 one side of concrete side wall and still press from both sides elastic round bar 6 between two adjacent noodle protecting slates 2 from top to bottom, round bar 6 can be the plastic foam, materials such as rubber, round bar 6 still fills between two noodle protecting slates 2 that deviate from 1 one side of concrete side wall has white cement mortar 7, under sealed of round bar 6 and sheltering from of white cement mortar 7, the possibility that water in having reduced external rainwater and the river course passed noodle protecting slate 2 and entered into adhesive linkage 4 has improved the protection to adhesive linkage 4.
Referring to fig. 1, a wire drawing groove 22 is further formed in one side, away from the concrete side wall 1, of the facing strip stone slab 2, the wire drawing groove 22 is arranged in the length direction of the facing strip stone slab 2, the wire drawing groove 22 is flush with the upper surface of the facing strip stone slab 2, the facing strip stone slab 2 located at the topmost part of the side wall of the ship lock does not need to be provided with the wire drawing groove 22, the depth of the wire drawing groove 22 is 18mm-22mm, and the width of the wire drawing groove 22 is 45mm-55 mm; when external rain wash deviates from concrete side wall 1 one side at the noodle protecting stone plate 2, the concave formed by the wire drawing grooves 22 can effectively reduce the washing of rainwater to the white cement mortar 7, so that the rainwater can more easily fall down along the noodle protecting stone plate 2, the possibility that the rainwater permeates between the two noodle protecting stone plates 2 adjacent to each other from top to bottom is reduced, and the white cement mortar 7 between the two noodle protecting stone plates 2 adjacent to each other from top to bottom has a buffering effect.
Referring to fig. 1, in order to further improve the connection firmness of the facing stone slab 2 and the concrete side wall 1 and the structural stability of the side wall of the ship lock, before the facing stone slab 2 and the concrete side wall 1 are connected, a reinforcing mesh 8 is further laid between the facing stone slab 2 and the concrete side wall 1, the reinforcing mesh 8 is close to the concrete side wall 1, then a worker connects the facing stone slab 2 again and pours concrete mortar, and the reinforcing mesh 8 is poured in the bonding layer 4, so that the structural strength of the bonding layer 4 is improved, and further the facing stone slab 2 and the concrete side wall 1 are fixed more tightly.
The implementation principle of the ship lock side wall structure with the large-thickness barred rock is as follows: the worker firstly fixes the keel 31 and the concrete side wall 1 through the embedded bolt 32, then lays a layer of reinforcing mesh 8 on the side wall of the concrete side wall 1, then fixes the protective strip stone slab 2 and the keel 31 through the hanging piece 33, the bolt 34 and the nut 35, and pours concrete mortar into a gap between the protective strip stone slab 2 and the concrete side wall 1 to form the bonding layer 4, and finally realizes the fixation of the protective strip stone slab 2 and the concrete side wall 1.
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. The utility model provides a ship lock lateral wall structure with heavy gauge stone, its characterized in that: the concrete side wall comprises a concrete side wall (1), wherein a noodle protecting stone plate (2) is arranged on one side of the concrete side wall (1) facing a river channel, a connecting assembly (3) used for fixing the noodle protecting stone plate (2) and the concrete side wall (1) is arranged between the noodle protecting stone plate (2) and the concrete side wall (1), and a bonding layer (4) is further arranged between the concrete side wall (1) and the noodle protecting stone plate (2).
2. The lock sidewall structure with a large thickness of the barred rock of claim 1, wherein: a plurality of slots (21) have been seted up to the upper and lower surface of protecting noodless slabstone (2), coupling assembling (3) are established pendant (33) in slot (21) including the card, concrete side wall (1) are fixed with through pre-buried bolt (32) towards one side of protecting noodless slabstone (2) with pendant (33) complex fossil fragments (31), and bolt (34) and nut (35) reciprocal anchorage are passed through in pendant (33) and fossil fragments (31).
3. The lock sidewall structure with a large thickness of the barred rock of claim 2, wherein: and structural glue (5) is filled in a gap between the hanging piece (33) and the slot (21).
4. The lock sidewall structure with a large thickness of the barred rock of claim 2, wherein: white cement mortar (7) is filled in the gap between the two vertically adjacent noodle-protecting stone plates (2).
5. The lock sidewall structure with a large thickness of the barred rock of claim 4, wherein: an elastic round strip (6) is clamped at a gap between two vertically adjacent noodle protecting stone slabs (2), and the round strip (6) is positioned between the white cement mortar (7) and the slot (21).
6. The lock sidewall structure with a large thickness of the barred rock of claim 4, wherein: one side of the noodle protecting stone plate (2) departing from the concrete side wall (1) is provided with a horizontal wire drawing groove (22), and the wire drawing groove (22) is communicated with the upper surface of the noodle protecting stone plate (2).
7. The lock sidewall structure with a large thickness of the barred rock of claim 6, wherein: the depth of the wire drawing groove (22) is 18mm-22mm, and the width of the wire drawing groove (22) is 45mm-55 mm.
8. The lock sidewall structure with a large thickness of the barred rock of claim 1, wherein: reinforcing steel bar nets (8) are clamped between the noodle protecting stone plates (2) and the concrete side wall (1), and the bonding layer (4) is poured on the reinforcing steel bar nets (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122024689.XU CN215715173U (en) | 2021-08-25 | 2021-08-25 | Ship lock side wall structure with large-thickness stone bars |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122024689.XU CN215715173U (en) | 2021-08-25 | 2021-08-25 | Ship lock side wall structure with large-thickness stone bars |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215715173U true CN215715173U (en) | 2022-02-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122024689.XU Active CN215715173U (en) | 2021-08-25 | 2021-08-25 | Ship lock side wall structure with large-thickness stone bars |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215715173U (en) |
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2021
- 2021-08-25 CN CN202122024689.XU patent/CN215715173U/en active Active
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