CN217053483U - Gravity type dock seepage-proof water-stopping structure - Google Patents
Gravity type dock seepage-proof water-stopping structure Download PDFInfo
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- CN217053483U CN217053483U CN202220595583.7U CN202220595583U CN217053483U CN 217053483 U CN217053483 U CN 217053483U CN 202220595583 U CN202220595583 U CN 202220595583U CN 217053483 U CN217053483 U CN 217053483U
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Abstract
The utility model discloses gravity type dock prevention of seepage stagnant water structure belongs to prevention of seepage technical field, and the purpose is the validity of ensureing the prevention of seepage system. The device comprises a dock wall, a dock sill and a seepage-proof wall; the impervious wall comprises a first impervious wall section corresponding to the dock wall and a second impervious wall section corresponding to the dock sill below the dock gate along the circumferential direction of the impervious wall; middle-buried water stops are arranged between the top end of the first impervious wall section and the wall bottom plate and between the top end of the second impervious wall section and the dock sill; the lower half section of the buried water stop belt between the first diaphragm wall section and the wall bottom plate extends downwards into the first diaphragm wall section, and the upper half section is poured together with the wall bottom plate; and the lower half section of the buried water stop belt between the second diaphragm wall section and the dock sill extends downwards into the second diaphragm wall section, and the upper half section is poured together with the dock sill. Through setting up the formula waterstop of burying in, blocked the infiltration along the route of piece straight line infiltration, prolonged the inward seepage flow stroke of infiltration, improved the effective reliability of gravity type dock anti-seepage system.
Description
Technical Field
The utility model belongs to the technical field of the prevention of seepage, specific gravity type dock prevention of seepage stagnant water structure.
Background
A gravity dock is a dock building which is generally composed of a dock floor, a dock door and a dock wall. The dock gate is arranged at one end of the dock close to water, and the dock is opened or closed through opening and closing of the dock gate. And the dock walls are positioned at two sides of the dock gate.
After water is poured, the water can be filled in and out, after water is drained, the water can be used as a ship repairing and building space, and a ship can be repaired and built on the bottom plate. Namely, when the dock gate is closed, water in the space of the ship built in the dock is discharged, and the working condition of the ship built is met. A decompression drainage system is arranged below a dock bottom plate, and the basic principle of decompression drainage is as follows: in the construction period and the dock service period, water seeping through the water intercepting system is discharged through the stone breaking drainage ditch and the water permeable pipe, and the water converges to the open drainage ditches on the two sides of the dock chamber, so that the dock bottom plate is prevented from bearing excessive floating force. Drainage systems are therefore an important means of ensuring dock safety. However, in the case of a large amount of water, water cannot be discharged in time simply by providing a pressure reduction drainage system on the bottom plate, and the dock bottom plate still bears a large buoyancy. To overcome this problem, it is common practice to provide a ring of water-stop curtains (also known as cut-out walls) down the bottom of the dock. The impervious wall comprises a rear section and a front section, wherein the rear section is arranged below the dock gate of the dock, and the front section is positioned below the dock gate. The water quantity flowing to the dock can be effectively reduced through the impervious wall, the dock bottom plate can not bear overlarge buoyancy force through the matching of the impervious wall and the decompression drainage system, and meanwhile, the dry working face condition in the dock is effectively kept.
The construction steps of the impervious wall are that a waterproof curtain (namely the impervious wall) is constructed firstly, and then upper structures such as a dock bottom plate and a dock wall are constructed, wherein the impervious wall is usually positioned below the dock bottom plate. If the upper structure of the impervious wall and the dock wall bottom plate cannot be effectively sealed and a gap exists, water still permeates into the dock through the gap, and once the gap is large, more permeated water can cause failure of the impervious system. In contrast, a water stopping structure is required to be arranged between the upper structure of the impervious wall and the bottom plate of the dock wall, so that the inward seepage stroke of seepage water is prolonged, and the effectiveness of an impervious system is ensured.
SUMMERY OF THE UTILITY MODEL
The utility model aims at overcoming the problem that seepage easily takes place in the seepage gap between present impervious wall and the dock wall, providing a gravity type dock prevention of seepage stagnant water structure, delaying the seepage problem between impervious wall and the dock wall, ensuring the validity of prevention of seepage system.
The utility model adopts the technical proposal that: the anti-seepage water-stop structure of the gravity dock comprises a dock wall, a dock sill below a dock gate and an anti-seepage wall; the dock wall comprises a wall bottom plate and a wall body positioned on the wall bottom plate; the impervious wall comprises a first impervious wall section corresponding to the dock wall and a second impervious wall section corresponding to the dock sill below the dock gate along the circumferential direction of the impervious wall; the anti-seepage wall section is positioned below the wall base plate, and the top end of the anti-seepage wall section extends to the wall base plate; the two impervious wall sections are located below the dock sill, and the top ends of the two impervious wall sections extend to the dock sill; middle-buried water stops are arranged between the top end of the first impervious wall section and the wall bottom plate and between the top end of the second impervious wall section and the dock sill;
the buried waterstop comprises a middle section, a lower half section positioned on one side of the middle section and an upper half section positioned on the other side of the middle section along the width direction of the buried waterstop;
the lower half section of the buried water stop belt between the first diaphragm wall section and the wall bottom plate is downwards deep into the first diaphragm wall section along the height direction of the first diaphragm wall section, and the upper half section is poured together with the wall bottom plate; the middle section is positioned at the joint of the wall bottom plate and the first impervious wall section;
the lower half section of the buried waterstop between the second diaphragm wall section and the dock sill extends downwards into the second diaphragm wall section along the height direction of the second diaphragm wall section, and the upper half section and the dock sill are poured together; the middle section is positioned at the joint of the dock sill and the impervious wall section II.
Furthermore, the middle section of the buried water stop is an expansion body extending from the center to two sides along the thickness direction of the middle section, and a round hole penetrating along the length direction of the middle section is formed in the center of the middle section.
Further, the upper half section and the lower half section are symmetrical about the middle section;
the upper half section is provided with a first lug boss, a second lug boss and a third lug boss which are protruded towards two sides along the thickness direction of the upper half section; the second boss is positioned between the first boss and a third boss, and the third boss is positioned at the tail end of the upper half section; a plurality of tooth-shaped embedded convex teeth are arranged between the first convex part and the second convex part.
Furthermore, an L-shaped back-attached water stop is arranged at the corner formed by the outer side of the top of the cut-off wall section and the wall bottom plate,
the L-shaped back-attached water stop comprises a first patch and a second patch, and the first patch and the second patch are surrounded to form an L shape; the first patch is installed on the outer side face of the first impervious wall section, and the second patch is installed on the wall base plate.
Furthermore, convex claws are arranged on the inner side surface of the first patch, and the convex claws of the first patch are embedded into the first impervious wall section;
the inner side surface of the second patch is provided with a convex claw, and the convex claw of the second patch is embedded into the wall bottom plate.
Furthermore, the convex claws on the first patch are arranged twice along the width direction of the first patch, the two convex claws are arranged at intervals, and the part of the inner side surface of the first patch, which is positioned between the two convex claws, is provided with a plurality of toothed back-to-back convex teeth.
Furthermore, a bump is arranged on the inner side of the second patch, and the bump is positioned at one end of the second patch, which is adjacent to the first patch; the middle part of the lug is provided with a through hole which is communicated along the length direction of the lug.
Furthermore, a linear back-pasted water stop belt is arranged on the outer side of the top of the second diaphragm wall section and the outer side of the dock sill, the middle of the linear back-pasted water stop belt in the width direction is aligned with a seam between the second diaphragm wall section and the dock sill, one section of the linear back-pasted water stop belt is installed on the outer side face of the second diaphragm wall section, and the other end of the linear back-pasted water stop belt is installed on the outer side face of the dock sill.
The beneficial effects of the utility model are that: the utility model discloses a gravity type dock prevention of seepage stagnant water structure buries the formula waterstop through the top of the piece department of wall bottom plate and prevention of seepage wall section one and the piece department of dock sill in setting up for in bury the formula waterstop and play the separation effect in piece department, block the infiltration along the route of piece sharp infiltration, prolonged the inward seepage stroke of infiltration, improved the effective reliability of gravity type dock prevention of seepage system.
Through the setting of L type back of the body formula waterstop and linear type back of the body formula waterstop, the outside of shutoff piece reduces the infiltration volume, has cut off the infiltration even.
Drawings
FIG. 1 is a schematic structural view of an anti-seepage water stop section of a gravity type dock;
FIG. 2 is a partially enlarged view of the point A;
FIG. 3 is a partially enlarged view of a seam position between a dock sill and an impervious wall under a dock gate;
FIG. 4 is a cross-sectional view of a buried water stop;
FIG. 5 is a cross-sectional view of an L-shaped back-attached water stop;
fig. 6 is a cross-sectional view of a linear back-attached water stop.
In the figure, a dock wall 1, a wall bottom plate 1A, a wall body 1B, an impervious wall 2, a first impervious wall section 2A, a second impervious wall section 2B, a middle buried water stop 3, a lower half section 3A, an upper half section 3B, a first bulge 3B1, a second bulge 3B2, a third bulge 3B3, a middle buried convex tooth 3B4, a middle section 3C, a round hole 3C1, an L-shaped back-attached water stop 4, a first patch 4A, a convex claw 4A1, a back-attached convex tooth 4A2, a second patch 4B, a convex block 4C, a through hole 4C1, a linear back-attached water stop 5, a dock sill 6 and a dock bottom plate 7.
Detailed Description
The invention is further described below with reference to the following figures and examples:
the utility model discloses the position that indicates "top", "below", "top", "bottom" and "bottom" etc. all regard the user state, and it is shown as the standard that attached figure 1 or attached figure 2 or attached figure 3 promptly.
The anti-seepage water structure of the gravity type dock is shown in fig. 1, fig. 2 and fig. 3 and comprises a dock wall 1, a dock gate and an anti-seepage wall 2; the dock wall 1 comprises a wall bottom plate 1A and a wall body 1B positioned on the wall bottom plate 1A; the impervious wall 2 comprises a first impervious wall section 2A corresponding to the dock wall 1 and a second impervious wall section 2B corresponding to the dock gate along the circumferential direction of the impervious wall; the first impervious wall section 2A is positioned below the wall base plate 1A, and the top end of the first impervious wall section extends to the wall base plate 1A; the second impervious wall section 2B is positioned below the dock sill 6, and the top end of the second impervious wall section extends to the dock sill 6; buried water stops 3 are arranged between the top end of the first impervious wall section 2A and the wall bottom plate 1A and between the top end of the second impervious wall section 2B and the dock sill 6;
the buried water stop 3 comprises a middle section 3C, a lower half section 3A positioned on one side of the middle section 3C and an upper half section 3B positioned on the other side along the width direction of the buried water stop;
the lower half section 3A of the buried water stop 3 between the first impervious wall section 2A and the wall bottom plate 1A extends downwards into the first impervious wall section 2A along the height direction of the first impervious wall section 2A, and the upper half section 3B and the wall bottom plate 1A are poured together; the middle section 3C is positioned at the abutted seam of the wall bottom plate 1A and the first impervious wall section 2A;
the lower half section 3A of the buried waterstop 3 between the second diaphragm wall section 2B and the dock sill 6 extends downwards into the second diaphragm wall section 2B along the height direction of the second diaphragm wall section 2B, and the upper half section 3B and the dock sill 6 are poured together; the middle section 3C is located at a seam between the dock sill 6 and the impervious wall section two 2B.
The utility model discloses a gravity type dock prevention of seepage stagnant water structure buries formula waterstop 3 in the seam crossing setting of the top of seam crossing department and the two 2B of cutoff wall section and dock sill 6 through 1A at wall bottom plate and cutoff wall section 2A for well burying formula waterstop 3 and playing the separation effect in seam crossing, blocked the infiltration along the route of seam straight line infiltration, prolonged the inward seepage stroke of infiltration, improved the effective reliability of gravity type dock prevention of seepage system.
Because the middle part section 3C embedding of well burying formula waterstop 3 is in the piece, the impact of direct acceptance infiltration, in order to alleviate the impact of infiltration, prolongs its life, and is preferred, as shown in fig. 4, the middle part section 3C of well burying formula waterstop 3 is along its thickness direction by the center to the inflation body of both sides extension, and is provided with the round hole 3C1 that link up along its length direction at its center.
The middle section 3C is an expansion body, namely the thickness of the middle section 3C is thicker, so that the strength of the middle section 3C is improved, and the scouring resistance time is prolonged. The setting of round hole 3C1 has improved middle part section 3C's deformability, and under accepting the effect of oozing water impact force, round hole 3C1 provides the pressurized deformation space for middle part section 3C's the side of meeting water, has reduced greatly and has erodeed damaged risk.
In order to facilitate the manufacture and installation of the buried water stop 3, the upper half section 3B and the lower half section 3A are symmetrical about the middle section 3C. The buried water stop 3 with the structure does not need to distinguish the direction during installation.
In order to ensure the firm stability of the installation of the buried water stop 3, it is preferable that the upper half section 3B is provided with a first boss 3B1, a second boss 3B2, and a third boss 3B3 which protrude to both sides in the thickness direction thereof; the second boss 3B2 is located between the first boss 3B1 and the third boss 3B3, the third boss 3B3 being located at the end of the upper half section 3B; a plurality of tooth-shaped embedded convex teeth 3B4 are arranged between the first convex part 3B1 and the second convex part 3B 2; the arrangement of the first convex part 3B1, the second convex part 3B2, the third convex part 3B3 and the middle embedded convex tooth 3B4 firstly increases the contact area with the first impervious wall section 2A and the first wall bottom plate 1A; then, the first bulge 3B1, the second bulge 3B2 and the third bulge 3B3 extend into the first cut-off wall section 2A in the thickness direction, so that the embedded type water stop strip 3 is fixed with the first cut-off wall section 2A in a criss-cross mode in the longitudinal and transverse directions, the connection stability is improved, and the anti-pulling-off capacity is enhanced; finally, the overall strength of the buried water stop 3 is also improved.
In order to further improve the water seepage prevention capability and ensure the effectiveness of a seepage prevention system; and an L-shaped back-attached water stop 4 is arranged at the corner formed by the outer side of the top of the first cut-off wall section 2A and the wall bottom plate 1A.
As shown in fig. 5, the L-shaped back-attached water stop 4 includes a first patch 4A and a second patch 4B, and the first patch 4A and the second patch 4B surround to form an L-shape; first paster 4A installs in impervious wall section one 2A's lateral surface, second paster 4B installs in wall bottom plate 1A.
Wherein, the inner side and the inner side of the first impervious wall section 2A refer to the side of the first impervious wall section 2A facing the dock bottom plate 7 of the dock; and the other surface opposite to the diaphragm wall section is the outer side and the outer side surface of the diaphragm wall section 2A. The outer side surface of the first cut-off wall section 2A is the upstream surface of the cut-off wall section. Through the setting of L type back of body formula waterstop 4, the outside of the piece of shutoff wall bottom plate 1A and cut-off wall section 2A has been equivalent to the shutoff and has been seeped water the entry of department at the piece. Further reducing the water seepage amount and even cutting off the water seepage. Through the dual protection of L type back of the body formula waterstop 4 and the formula waterstop 3 of burying, provided prevention of seepage water performance greatly.
In order to ensure the stable and reliable installation of the L-shaped back-attached water stop 4, it is preferable that the inner side surface of the first patch 4A is provided with a claw 4A1, and the claw 4A1 of the first patch 4A is embedded into the first cut-off wall section 2A; the inner side of the second patch 4B is provided with a claw 4a1, and the claw 4a1 of the second patch 4B is embedded in the wall panel 1A. The contact area of the first patch 4A and the first diaphragm wall section 2A and the contact area of the second patch 4B and the wall bottom plate 1A are increased by the convex claws 4A1, so that the firm reliability of installation is ensured, and the overall strength of the L-shaped back-attached water stop 4 is improved.
In order to improve the fitting degree of the first patch 4A and the outer side surface of the first diaphragm wall section 2A, the two claws 4A1 on the first patch 4A are arranged along the width direction of the first patch 4A, the two claws 4A1 are arranged at intervals, and the part of the inner side surface of the first patch 4A, which is located between the two claws 4A1, is provided with a plurality of toothed back-fitting convex teeth 4A 2.
In order to further improve the stability and reliability of the installation of the L-shaped back-attached water stop 4, preferably, a bump 4C is arranged on the inner side of the second patch 4B, and the bump 4C is located at one end of the second patch 4B adjacent to the first patch 4A; the projection 4C is provided at the center thereof with a through hole 4C1 penetrating in the length direction thereof. The arrangement of the convex block 4C is equivalent to that a connection point is added in the middle of the L-shaped back-attached water stop 4, so that the stability and reliability of the installation of the L-shaped back-attached water stop 4 are improved. The arrangement of the through hole 4C1 creates a space for the extrusion deformation of the bump 4C. The bump 4C is arranged in the wall bottom plate 1A, so that the stability of combination with the wall bottom plate 1A is improved.
Similarly, a linear back-pasted water stop 5 is arranged on the outer side of the top of the diaphragm wall section II 2B and the outer side of the dock sill 6, the middle of the linear back-pasted water stop 5 in the width direction is aligned with a seam between the diaphragm wall section II 2B and the dock sill 6, one section of the linear back-pasted water stop is installed on the outer side face of the diaphragm wall section II 2B, and the other end of the linear back-pasted water stop is installed on the outer side face of the dock sill 6.
Since the outer edge of the bottom plate at the dock sill and the lower impervious wall are on the same plane, a linear back-attached water stop 5 which is linear as shown in fig. 6 is adopted.
Claims (8)
1. The anti-seepage water stop structure of the gravity type dock comprises a dock wall (1), a dock sill (6) below a dock gate and an anti-seepage wall (2); the dock wall (1) comprises a wall bottom plate (1A) and a wall body (1B) located on the wall bottom plate (1A); the impervious wall (2) comprises a first impervious wall section (2A) corresponding to the dock wall (1) and a second impervious wall section (2B) corresponding to a dock sill (6) under the dock gate along the circumferential direction of the impervious wall; the first impervious wall section (2A) is positioned below the wall base plate (1A), and the top end of the first impervious wall section extends to the wall base plate (1A); the second impervious wall section (2B) is positioned below the dock sill (6), and the top end of the second impervious wall section extends to the dock sill (6); the method is characterized in that: buried water stops (3) are arranged between the top end of the first impervious wall section (2A) and the wall bottom plate (1A) and between the top end of the second impervious wall section (2B) and the dock sill (6);
the buried water stop (3) comprises a middle section (3C), a lower half section (3A) positioned on one side of the middle section (3C) and an upper half section (3B) positioned on the other side of the middle section (3C) along the width direction of the buried water stop;
the lower half section (3A) of the buried water stop (3) between the first cut-off wall section (2A) and the wall bottom plate (1A) extends downwards into the first cut-off wall section (2A) along the height direction of the first cut-off wall section (2A), and the upper half section (3B) and the wall bottom plate (1A) are poured together; the middle section (3C) is positioned at the abutted seam of the wall bottom plate (1A) and the first impervious wall section (2A);
the lower half section (3A) of the buried water stop (3) between the second diaphragm wall section (2B) and the dock sill (6) penetrates into the second diaphragm wall section (2B) downwards along the height direction of the second diaphragm wall section (2B), and the upper half section (3B) and the dock sill (6) are poured together; the middle section (3C) is positioned at a seam between the dock sill (6) and the impervious wall section II (2B).
2. A gravity dock watertight structure according to claim 1, wherein: the middle section (3C) of the buried water stop (3) is an expansion body extending from the center to two sides along the thickness direction of the middle section, and a round hole (3C1) penetrating along the length direction of the middle section is formed in the center of the middle section.
3. A gravity dock watertight structure according to claim 1, wherein: the upper half section (3B) and the lower half section (3A) are symmetrical with respect to the middle section (3C);
a first bulge (3B1), a second bulge (3B2) and a third bulge (3B3) which are protruded towards two sides along the thickness direction of the upper half section (3B); the second boss (3B2) being located between the first boss (3B1) and a third boss (3B3), the third boss (3B3) being located at the end of the upper half (3B); a plurality of tooth-shaped embedded convex teeth (3B4) are arranged between the first convex part (3B1) and the second convex part (3B 2).
4. A gravity dock watertight structure as claimed in any one of claims 1 to 3 wherein: an L-shaped back-attached water stop (4) is arranged at the included angle formed by the outer side of the top of the first cut-off wall section (2A) and the wall bottom plate (1A),
the L-shaped back-attached water stop (4) comprises a first patch (4A) and a second patch (4B), and the first patch (4A) and the second patch (4B) are surrounded to form an L shape; first paster (4A) is installed in the lateral surface of cut-off wall section one (2A), second paster (4B) is installed in wall bottom plate (1A).
5. A gravity dock watertight structure as claimed in claim 4, wherein: the inner side surface of the first patch (4A) is provided with a convex claw (4A1), and the convex claw (4A1) of the first patch (4A) is embedded into the first impervious wall section (2A);
the inner side surface of the second patch (4B) is provided with a convex claw (4A1), and the convex claw (4A1) of the second patch (4B) is embedded in the wall bottom plate (1A).
6. A gravity dock watertight structure as claimed in claim 5, wherein: the convex claws (4A1) on the first patch (4A) are provided with two channels along the width direction of the first patch (4A), the two channels of convex claws (4A1) are arranged at intervals, and the part of the inner side surface of the first patch (4A) between the two channels of convex claws (4A1) is provided with a plurality of toothed back-attached convex teeth (4A 2).
7. A gravity dock watertight structure according to claim 5, wherein: a bump (4C) is arranged on the inner side of the second patch (4B), and the bump (4C) is positioned at one end, adjacent to the first patch (4A), of the second patch (4B); a through hole (4C1) penetrating along the length direction is arranged in the middle of the bump (4C).
8. A gravity dock watertight structure according to any one of claims 1 to 3, wherein: a linear back-pasted water stop belt (5) is arranged on the outer side of the top of the second impervious wall section (2B) and the outer side of the dock sill (6), the middle of the linear back-pasted water stop belt (5) in the width direction is aligned with a seam between the second impervious wall section (2B) and the dock sill (6), one section is installed on the outer side face of the second impervious wall section (2B), and the other end of the linear back-pasted water stop belt is installed on the outer side face of the dock sill (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220595583.7U CN217053483U (en) | 2022-03-18 | 2022-03-18 | Gravity type dock seepage-proof water-stopping structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220595583.7U CN217053483U (en) | 2022-03-18 | 2022-03-18 | Gravity type dock seepage-proof water-stopping structure |
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| Publication Number | Publication Date |
|---|---|
| CN217053483U true CN217053483U (en) | 2022-07-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220595583.7U Active CN217053483U (en) | 2022-03-18 | 2022-03-18 | Gravity type dock seepage-proof water-stopping structure |
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| Country | Link |
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| CN (1) | CN217053483U (en) |
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