CN212176124U - Waterproof construction of outdoor face movement joint of height varies - Google Patents
Waterproof construction of outdoor face movement joint of height varies Download PDFInfo
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- CN212176124U CN212176124U CN202020656222.XU CN202020656222U CN212176124U CN 212176124 U CN212176124 U CN 212176124U CN 202020656222 U CN202020656222 U CN 202020656222U CN 212176124 U CN212176124 U CN 212176124U
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Abstract
The utility model is suitable for an outdoor face waterproof technical field provides a waterproof construction of outdoor face movement joint of unequal height, be less than including first structural slab and elevation the second structural slab of first structural slab, first structural slab with gap between the second structural slab is the movement joint, still includes: set up L shaped steel board, the setting of movement joint bottom are in the regional V shaped steel board in movement joint middle part, setting are in waterproof oleamen, setting on the V shaped steel board are in rubber waterstop, setting on the waterproof oleamen are in sealed oleamen, setting on the rubber waterstop are in the concrete piece, the setting of sealed oleamen both sides are in waterproof coating on the sealed oleamen and setting are in concrete cover plate on the waterproof coating. The embodiment of the utility model provides a make and formed multiple waterproof layer in the movement joint, promoted the water-proof effects of movement joint, avoid the condition that the long back movement joint department takes place to leak.
Description
Technical Field
The utility model belongs to the technical field of outdoor face is waterproof, especially, relate to a waterproof construction of outdoor face movement joint of height varies.
Background
At present, in the construction process of a building, due to the influence of related factors such as sequential development of mark sections and construction process methods, deformation joints of outdoor board surfaces with different heights are often required to be arranged at the positions of a top board of a basement, a roof of a commercial building and the like, and waterproof structures are also required to be arranged on the deformation joints for waterproofing so as to avoid the phenomenon of water leakage at the deformation joints.
The existing deformation joints of the outdoor board surface with unequal heights are provided with simple waterproof structures, for example, waterproof factice is directly filled in the deformation joints, waterproof paint is paved on the factice, or a layer of rubber waterstop is added when the waterproof factice is filled, and the waterproof structure can be used for waterproofing in a short time, but water leakage can occur after a long time.
SUMMERY OF THE UTILITY MODEL
The embodiment of the utility model provides a waterproof construction of the outdoor face movement joint of unequal height aims at solving the problem that the condition of leaking appears easily in the waterproof construction of the outdoor face movement joint of unequal height now.
The embodiment of the utility model provides a realize like this, provide a waterproof construction of outdoor face movement joint of height difference, be less than including first structural slab and elevation the second structural slab of first structural slab, first structural slab with gap between the second structural slab is the movement joint, still includes: the waterproof sealing structure comprises an L-shaped steel plate arranged at the bottom of the deformation joint, a V-shaped steel plate arranged in the middle area of the deformation joint, waterproof factice arranged on the V-shaped steel plate, a rubber water stop arranged on the waterproof factice, sealing factice arranged on the rubber water stop, concrete blocks arranged on two sides of the sealing factice, waterproof paint arranged on the sealing factice and a concrete cover plate arranged on the waterproof paint;
one end of the L-shaped steel plate is arranged at one end, corresponding to the deformation joint, of the bottom surface of the first structural plate, and the other end of the L-shaped steel plate is arranged at the bottom of the side face, corresponding to the deformation joint, of the second structural plate.
Furthermore, the included angle of the L-shaped steel plate is of an inverted V-shaped structure, and the inverted V-shaped structure is arranged in the deformation joint.
Furthermore, the bottom surface of first structural slab corresponds the one end of movement joint with the second structural slab corresponds the side bottom of movement joint all is provided with fixed steel sheet, the welding has the anchor bar on the fixed steel sheet, the both ends of L shaped steel board set up respectively and correspond on the fixed steel sheet.
Furthermore, two ends of the L-shaped steel plate are respectively fixed on the corresponding fixed steel plates by bolts.
Furthermore, flat steel pressing strips are further arranged at two ends of the L-shaped steel plate corresponding to the other side of the fixed steel plate and are fixed through the bolts.
Furthermore, the two ends of the V-shaped steel plate are respectively provided with an extension steel plate embedded in the first structural plate and the second structural plate.
Further, the end of the extension steel plate is provided with an oblique steel plate.
Furthermore, two sides of the rubber water stop band extend towards the first structural plate and the second structural plate respectively and are fixed through cement nails.
Further, a plastic rod is arranged at the top end of the sealing ointment.
Furthermore, two ends of the concrete cover plate respectively extend to the side surfaces of the concrete blocks arranged corresponding to two sides of the sealing paste.
The embodiment of the utility model provides a deformation joint bottom through the outdoor face of not waiting the high room sets up L shaped steel board, sets up V shaped steel board in the deformation joint middle part region to set gradually waterproof factice, rubber waterstop, sealed factice, waterproof coating and concrete cover plate on V shaped steel board, and set up the concrete piece in sealed factice both sides, thereby made form multiple waterproof layer in the deformation joint, promoted the water-proof effects of deformation joint, avoid the condition that deformation joint department takes place to leak after the time length.
Drawings
Fig. 1 is an overall schematic view of a waterproof structure of an unequal-height outdoor board deformation joint provided by an embodiment of the utility model;
fig. 2 is an enlarged schematic view of a portion a of fig. 1.
Fig. 3 is an enlarged schematic view of a part B of fig. 1.
Fig. 4 is a schematic structural view of an L-shaped steel plate in a waterproof structure of an outdoor panel deformation joint with unequal heights provided by the embodiment of the utility model.
Fig. 5 is a schematic structural view of a V-shaped steel plate in a waterproof structure of an outdoor panel deformation joint with unequal heights provided by the embodiment of the utility model.
Wherein, 1, a first structural plate; 2. a second structural panel; 3. an L-shaped steel plate; 4. a V-shaped steel plate; 5. waterproof ointment; 6. a rubber waterstop; 7. sealing the ointment; 8. a concrete block; 9. waterproof paint; 10. a concrete cover plate; 11. fixing a steel plate; 12. flat steel layering; 13. a bolt; 14. anchoring ribs; 15. the rubber is convex and ridged; 16. a plastic rod; 17. an inverted V-shaped structure; 18. a stretched steel sheet; 19. an oblique steel plate.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
The embodiment of the utility model provides a waterproof construction of outdoor face movement joint of unequal height, as shown in figure 1, be less than first structural slab 1's second structural slab 2 including first structural slab 1 and elevation, the gap between first structural slab 1 and the second structural slab 2 is the movement joint, still includes: the waterproof structure comprises an L-shaped steel plate 3 arranged at the bottom of a deformation joint, a V-shaped steel plate 4 arranged in the middle area of the deformation joint, a waterproof ointment 5 arranged on the V-shaped steel plate 4, a rubber waterstop 6 arranged on the waterproof ointment 5, a sealing ointment 7 arranged on the rubber waterstop 6, concrete blocks 8 arranged on two sides of the sealing ointment 7, waterproof paint 9 arranged on the sealing ointment 7 and a concrete cover plate 10 arranged on the waterproof paint 9;
one end of the L-shaped steel plate 3 is arranged at one end of the bottom surface of the first structural plate 1 corresponding to the deformation joint, and the other end of the L-shaped steel plate 3 is arranged at the bottom of the side surface of the second structural plate 2 corresponding to the deformation joint.
Specifically, the first structural panel 1 and the second structural panel 2 are directly cast at desired positions. The first structural panel 1 and the second structural panel 2 have the same or similar structure, and the upper planes of the first structural panel 1 and the second structural panel 2 are on the same reference plane (or horizontal plane).
The elevation of the second structural slab 2 is lower than that of the first structural slab 1, which means that the height of the second structural slab 2 from the reference plane is higher than that of the first structural slab 1 from the reference plane on the same reference plane (or horizontal plane).
Specifically, the V-shaped steel plate 4 has a thickness of 4 mm, but it is needless to say that the thickness may be set to 3 mm, 5 mm, 6 mm, or the like according to actual needs, and the V-shaped steel plate 4 may be subjected to hot dip galvanizing treatment in order to avoid rusting.
Wherein, the both ends of V shaped steel plate 4 are the both ends of following the straight view of V type cross-section, and the both ends of this V shaped steel plate 4 are fixed in the middle part region of movement joint through the secondary pouring of first structural slab 1 and second structural slab 2 respectively. Equivalently, the lower half parts of the first structural plate 1 and the second structural plate 2 are cast firstly, the V-shaped steel plate 4 is laid after the lower half parts of the first structural plate 1 and the second structural plate 2 are solidified, the upper half parts of the first structural plate 1 and the second structural plate 2 are cast again after the V-shaped steel plate 4 is laid, so that the V-shaped steel plate 4 is fixed, and the first structural plate 1 and the second structural plate 2 are positioned on the same reference plane.
Specifically, the upper surface of the waterproof paste 5 is on the same reference plane as the upper surfaces of the first structural panel 1 and the second structural panel 2.
Specifically, the both sides of rubber waterstop 6 are the both sides that correspond first structural slab 1 and second structural slab 2, and the both sides of rubber waterstop 6 extend the setting respectively to first structural slab 1 and second structural slab to make the both sides accessible cement nail of rubber waterstop 6 fix on first structural slab 1 and second structural slab 2, corresponding also can avoid the edge of rubber waterstop 6 and movement joint to appear the gap, thereby lead to leaking.
In particular, the sealing paste 7 corresponds above the deformation joint. The sealing ointment 7 and the waterproof ointment 5 may be the same ointment or different ointments.
Specifically, the concrete blocks 8 are respectively and correspondingly arranged on the upper surfaces of the first structural plate 1 and the second structural plate 2, but the upper surfaces of the first structural plate 1 and the second structural plate 2 are not completely covered, only the part close to the deformation joint is covered, a gap corresponding to the deformation joint is reserved to form a new deformation joint, and the sealing paste 7 is arranged in the new deformation joint.
The concrete blocks 8 are formed by casting, wherein the concrete blocks 8 can be formed by casting firstly, and then the sealing paste 7 is filled between the concrete blocks 8, of course, the sealing paste 7 can be filled firstly, and then the concrete blocks 8 are cast on two sides of the sealing paste 7.
Specifically, the waterproof coating 9 extends to two sides of the first structural plate 1 and the second structural plate 2, so as to prevent the waterproof coating 9 from forming a gap with the edge of the sealing paste 7, thereby causing water leakage, and further, the waterproof coating 9 penetrates through the deformation joint.
Furthermore, the surface of the concrete block 8, the surface of the first structural plate 1 and the surface of the second structural plate 2 are also provided with waterproof coatings 9, so as to improve the waterproof effect of the concrete block 8, the first structural plate 1 and the second structural plate 2 and avoid the water leakage.
Specifically, the concrete cover plate 10 may be preset, or may be directly cast on the waterproof coating 9, and in order to avoid a gap at an edge between the concrete cover plate 10 and the deformation joint, the concrete cover plate 10 is extended to two sides of the first structural plate 1 and the second structural plate 2.
Specifically, the two ends of the L-shaped steel plate 3 are the two ends which are directly viewed from the L-shaped section, the L-shaped steel plate 3 is pre-embedded at the corresponding positions of the first structural plate 1 and the second structural plate 2, so that after the first structural plate 1 and the second structural plate 2 are cast, the L-shaped steel plate 3 can be fixed on the first structural plate 1 and the second structural plate 2,
the construction sequence of the waterproof structure of the unequal height outdoor board deformation joint in the embodiment is that the L-shaped steel plate 3 is firstly embedded at the corresponding positions of the first structural plate 1 and the second structural plate 2, then the pouring positions of the first structural plate 1 and the second structural plate 2 are poured to form the lower half parts of the first structural plate 1 and the second structure, after the lower half parts of the first structural plate 1 and the second structural plate 2 are formed, the V-shaped steel plate 4 is placed on the first structural plate 1 and the second structural plate 2, after the V-shaped steel plate 4 is placed, the second pouring is carried out on the lower plate part of the first structural plate 1 and the second structural plate 2 to fix the V-shaped steel plate 4, the upper surfaces of the first structural plate 1 and the second structural plate 2 are positioned on the same reference surface, after the second pouring is finished and solidified, the deformation joint is filled with the waterproof factice 5, then the waterproof factice 6 is arranged on the waterproof factice 5 and is fixed on the first structural plate 1 and the second structural plate 2 through cement nails, after the rubber water stop belt 6 is fixed, a concrete block 8 is formed on the surface of the first structural plate 1 and the second structural plate 2 through secondary pouring, after the concrete block 8 is solidified, a sealing paste 7 is filled in a deformation joint formed between the concrete blocks 8, and finally, waterproof paint 9 is coated on the sealing paste 7, and a concrete cover plate 10 is covered to finish the construction procedure.
The embodiment of the utility model provides a deformation joint bottom through the outdoor face of unequal heights sets up L shaped steel board 3, sets up V shaped steel board 4 in the deformation joint middle part region to set gradually waterproof oleamen 5, rubber waterstop 6, sealing ointment 7, water proof coating 9 and concrete cover plate 10 on V shaped steel board 4, and set up concrete block 8 in sealing ointment 7 both sides, thereby made form multiple waterproof layer in the deformation joint, promoted the water-proof effects of deformation joint, deformation joint department leaks after avoiding the time length.
As another alternative embodiment of the present invention, as shown in fig. 4, the included angle of the L-shaped steel plate 3 is an inverted V-shaped structure 17, and the inverted V-shaped structure 17 is disposed in the deformation joint.
Wherein, the width of the inverted V-shaped structure 17 is 50 millimeters, the height is 100 millimeters, and the length of the vertical steel plate at the two ends of the inverted V-shaped structure 17 is 140 millimeters, of course, according to actual requirements, other specifications can also be set.
Specifically, the L-shaped steel plate 3 has a thickness of 4 mm, but may be 3 mm, 5 mm, 6 mm, or the like according to actual requirements, and may be subjected to a hot dip galvanizing treatment in order to prevent rusting of the L-shaped steel plate 3.
Specifically, as shown in fig. 2, the vertical steel plates at two ends of the inverted V-shaped structure 17 are respectively disposed on the first structural plate 1 and the second structural plate 2, so that the connection surfaces at two ends of the L-shaped steel plate 3 can be increased, and the fixing effect of the L-shaped steel plate 3 and the first structural plate 1 and the second structural plate 2 can be improved.
This embodiment sets up to type of falling V17 through the contained angle department with L shaped steel board 3 to set up type of falling V17 in the movement joint, thereby make L shaped steel board 3 accessible type of falling V17 promote the ductility that is located the movement joint, when deformation takes place in order to avoid the movement joint, L shaped steel board 3 can't extend and lead to the condition that the movement joint leaked.
As another optional embodiment of the present invention, as shown in fig. 2, the bottom of the bottom surface of the first structural plate 1 corresponding to the deformation joint and the bottom of the side surface of the second structural plate 2 corresponding to the deformation joint are both provided with a fixed steel plate 11, the fixed steel plate 11 is welded with an anchor bar 14, and the two ends of the L-shaped steel plate 3 are respectively disposed on the corresponding fixed steel plates 11.
Specifically, the fixing steel plate 11 is embedded in advance, which is equivalent to that the first structural plate and the second structural plate 2 are cast after the fixing steel plate 11 is embedded, and correspondingly, the anchor bars 14 are also pre-arranged on the fixing steel plate 11, and both ends of the L-shaped steel plate 3 are also pre-arranged on the corresponding fixing steel plate 11.
Specifically, the fixed steel plate 11 has a size of 140 mm by 10 mm, and of course, the fixed steel plate 11 may have other sizes according to actual requirements, for example, a size of 150 mm by 20 mm, a size of 145 mm by 13 mm, and so on.
Specifically, the anchor bars 14 are disposed inside the fixed steel plate 11 and are disposed inside thereof by casting of the first and second structural plates 1 and 2.
The model of the anchor bar 14 is C12, the length of the anchor bar 14 is 300 mm, and the setting interval is 400 mm, of course, according to the actual requirement, the length of the anchor bar 14 can also be 250 mm, 277 mm, 310 mm, etc., and the setting interval can also be 350 mm, 387 mm, 421 mm, etc.
Specifically, as shown in fig. 2, both ends of the L-shaped steel plate 3 are fixed to the corresponding fixing steel plates 11 by bolts 13, which facilitates both the fixing of the L-shaped steel plate 3 and the detaching of the L-shaped steel plate 3.
The bolt 13 is 14 mm by 100 mm and plug welded to the through hole of the fixed steel plate 11, and of course, the bolt 13 may also be 12 mm by 80 mm or 15 mm by 115 mm, which is selected according to actual conditions.
The head end of the bolt 13 is fixed on the anchor bar 14, and the tail part of the bolt passes through the fixing steel plate 11 and the L-shaped steel plate 3 in sequence to be connected and fixed with an external nut, and certainly, the nut can also be fixed on the anchor bar 14 according to actual requirements.
Of course, the L-shaped steel plate 3 may be welded directly to the steel plate according to actual requirements.
Specifically, as shown in fig. 2, flat bar pressing strips 12 are further arranged on the other side of the two ends of the L-shaped steel plate 3 corresponding to the fixing steel plates 11 and fixed by bolts 13, so that the L-shaped steel plate 3 can be pressed by the flat bar pressing strips 12, the connection effect of the L-shaped steel plate 3 and the fixing steel plates 11 is improved, and looseness of the connection between the L-shaped steel plate 3 and the fixing steel plates 11 is avoided
The specification of the flat steel pressing bar 12 is 100 mm by 6 mm, and of course, flat steel pressing bars 12 of other specifications can be selected according to actual requirements.
At this time, the tail part of the bolt 13 sequentially passes through the fixing steel plate 11, the L-shaped steel plate 3 and the flat steel pressing strip 12 to be connected and fixed with an external nut.
This embodiment is through setting up fixed steel sheet 11 on first structural slab 1 and second structural slab 2 to set up the both ends of L shaped steel board 3 respectively on the fixed steel sheet 11 that corresponds, thereby can promote the intensity of first structural slab 1 and second structural slab 2, and the L shaped steel board 3's of being convenient for fixed.
As another alternative embodiment of the present invention, as shown in fig. 5, the two ends of the V-shaped steel plate 4 are respectively provided with an extension steel plate 18 embedded in the first structural plate 1 and the second structural plate 2.
Specifically, the V-shaped structure width of the V-shaped steel plate 4 is 50 mm, and the length of the extension steel plate 18 is 100 mm.
At this time, as shown in fig. 1, the extension steel plates 18 at both ends of the V-shaped steel plate 4 are embedded in the first structural plate 1 and the second structural plate 2, respectively, and after the lower half portions of the first structural plate 1 and the second structural plate 2 are cast, the extension steel plates 18 at both ends of the V-shaped steel plate 4 are laid on the lower half portions of the first structural plate 1 and the second structural plate 2, respectively, and then the first structural plate 1 and the second structural plate 2 are cast again.
Further, as shown in fig. 5, the end of the extension steel plate 18 is further provided with an inclined steel plate 19, so that the inclined steel plate 19 can better grip the first structural plate 1 and the second structural plate 2 to better fix the V-shaped steel plate 4.
Wherein, the height of the oblique steel plate 19 is 30 mm.
The embodiment is provided with the extension steel plates 18 at two ends of the V-shaped steel plate 4, so that the V-shaped steel plate 4 can be fixed on the first structural plate 1 and the second structural plate 2 by the extension steel plates 18 to increase the connection surface with the first structural plate 1 and the second structural plate 2, and further improve the fixing effect with the first structural plate 1 and the second structural plate 2.
As another alternative embodiment of the present invention, as shown in fig. 3, both sides of the rubber waterstop 6 extend to the first structural panel 1 and the second structural panel 2, respectively, and are fixed by cement nails.
Specifically, two sides of the rubber waterstop 6 correspond to two sides of the first structural plate 1 and the second structural plate 2, and extend transversely.
Specifically, the distance between the two sides of the rubber water stop 6 is 390 mm, and the central portion of the rubber water stop 6 is aligned with the deformation joint, but the distance between the two sides of the rubber water stop 6 may also be 400 mm, 380 mm, 370 mm, etc. according to actual requirements.
Wherein, be provided with a plurality of rubber protruding stupefied 15 on the rubber waterstop 6, set up from a side to opposite side interval, its interval distance sets for according to the rubber waterstop processing conditions.
Specifically, the rubber water stop 6 is fixed by a plurality of cement nails, and the distance between the rubber water stop 6 and the cement nails is 200 mm, but may be 150 mm, 180 mm, 221 mm, or the like according to actual conditions.
This embodiment is through extending the both sides of rubber waterstop 6 to first structural slab 1 and second structural slab 2 to can increase rubber waterstop 6's coverage area, with the water-proof effects who promotes the movement joint.
As another alternative embodiment of the present invention, as shown in fig. 2, a plastic rod 16 is provided on the top end of the sealing paste 7.
Specifically, the diameter of the rubber rod is equal to the distance between the deformation joints, and correspondingly, the diameter of the rubber rod is 50 mm.
Specifically, the waterproof coating 9 completely covers the plastic rod 16 to enhance the waterproof effect.
This embodiment is through setting up the plastic rod 16 at the top of sealed oleamen 7 to can form a heavy waterproof layer on the top of sealed oleamen 7, with the water-proof effects who promotes the movement joint.
As another alternative embodiment of the present invention, as shown in fig. 1, two ends of the concrete cover plate 10 extend to the sides of the concrete blocks 8 disposed corresponding to two sides of the sealing paste 7, respectively.
Specifically, one end of the concrete cover plate 10 extends to the outer side surface of the concrete block 8 arranged on one side of the sealing paste 7, and is further provided with a vertical part tightly attached to the outer side surface of the concrete block 8, and the other end of the concrete cover plate 10 extends to the outer side surface of the concrete block 8 arranged on the other side of the sealing paste 7, and is also provided with a vertical part tightly attached to the outer side surface of the concrete.
This embodiment is through extending to the side of the concrete piece 8 that 7 both sides of sealed oleamen set up respectively with the both ends of concrete cover plate 10 to make the waterproof area of concrete cover plate 10 extend to the side of concrete piece 8, and then promote the water-proof effects of movement joint.
The above description is only exemplary of the present invention and should not be taken as limiting the scope of the present invention, as any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention are intended to be included within the scope of the present invention.
Claims (10)
1. The utility model provides a waterproof construction of outdoor face movement joint of unequal height, is less than including first structural slab and elevation the second structural slab of first structural slab, first structural slab with gap between the second structural slab is the movement joint, its characterized in that still includes: the waterproof sealing structure comprises an L-shaped steel plate arranged at the bottom of the deformation joint, a V-shaped steel plate arranged in the middle area of the deformation joint, waterproof factice arranged on the V-shaped steel plate, a rubber water stop arranged on the waterproof factice, sealing factice arranged on the rubber water stop, concrete blocks arranged on two sides of the sealing factice, waterproof paint arranged on the sealing factice and a concrete cover plate arranged on the waterproof paint;
one end of the L-shaped steel plate is arranged at one end, corresponding to the deformation joint, of the bottom surface of the first structural plate, and the other end of the L-shaped steel plate is arranged at the bottom of the side face, corresponding to the deformation joint, of the second structural plate.
2. The unequal-height outdoor board deformation joint waterproof structure according to claim 1, wherein the included angle of the L-shaped steel plate is an inverted V-shaped structure, and the inverted V-shaped structure is arranged in the deformation joint.
3. The unequal-height outdoor board deformation joint waterproof structure according to claim 1 or 2, wherein the bottom surface of the first structural plate corresponding to one end of the deformation joint and the bottom of the second structural plate corresponding to the side of the deformation joint are both provided with a fixed steel plate, the fixed steel plate is welded with an anchor bar, and two ends of the L-shaped steel plate are respectively arranged on the corresponding fixed steel plates.
4. The unequal-height outdoor board deformation joint waterproof structure according to claim 3, wherein two ends of the L-shaped steel plate are respectively fixed on the corresponding fixed steel plates through bolts.
5. The unequal-height outdoor board deformation joint waterproof structure according to claim 4, wherein flat steel battens are arranged at two ends of the L-shaped steel plate corresponding to the other surface of the fixed steel plate and are fixed through the bolts.
6. The unequal-height outdoor board deformation joint waterproof structure according to claim 1, wherein two ends of the V-shaped steel plate are respectively provided with an extension steel plate embedded in the first structural plate and the second structural plate.
7. The unequal-height outdoor board surface deformation joint waterproof structure according to claim 6, wherein the end part of the extension steel plate is provided with an oblique steel plate.
8. The unequal-height outdoor board deformation joint waterproof structure according to claim 1, wherein two sides of the rubber waterstop respectively extend towards the first structural plate and the second structural plate and are fixed by cement nails.
9. The unequal-height outdoor board deformation joint waterproof structure according to claim 1, wherein a plastic rod is arranged at the top end of the sealing paste.
10. The unequal-height outdoor board deformation joint waterproof structure according to claim 1, wherein two ends of the concrete cover plate respectively extend to the side surfaces of the concrete blocks arranged corresponding to two sides of the sealing paste.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020656222.XU CN212176124U (en) | 2020-04-26 | 2020-04-26 | Waterproof construction of outdoor face movement joint of height varies |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020656222.XU CN212176124U (en) | 2020-04-26 | 2020-04-26 | Waterproof construction of outdoor face movement joint of height varies |
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| Publication Number | Publication Date |
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| CN212176124U true CN212176124U (en) | 2020-12-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202020656222.XU Active CN212176124U (en) | 2020-04-26 | 2020-04-26 | Waterproof construction of outdoor face movement joint of height varies |
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| CN (1) | CN212176124U (en) |
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2020
- 2020-04-26 CN CN202020656222.XU patent/CN212176124U/en active Active
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