CN217460684U - Slot type reserved joint construction structure - Google Patents
Slot type reserved joint construction structure Download PDFInfo
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- CN217460684U CN217460684U CN202221462643.4U CN202221462643U CN217460684U CN 217460684 U CN217460684 U CN 217460684U CN 202221462643 U CN202221462643 U CN 202221462643U CN 217460684 U CN217460684 U CN 217460684U
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- 238000010276 construction Methods 0.000 title claims abstract description 45
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 61
- 230000002441 reversible effect Effects 0.000 claims abstract description 19
- 239000000945 filler Substances 0.000 claims abstract description 14
- 239000000463 material Substances 0.000 claims abstract description 10
- 239000010426 asphalt Substances 0.000 claims abstract description 9
- 239000011241 protective layer Substances 0.000 claims abstract description 6
- 230000000149 penetrating effect Effects 0.000 claims description 9
- 238000007789 sealing Methods 0.000 claims description 9
- 238000003466 welding Methods 0.000 claims description 8
- 238000004873 anchoring Methods 0.000 claims description 4
- 229920000642 polymer Polymers 0.000 claims description 4
- 230000000903 blocking effect Effects 0.000 claims description 3
- 238000006073 displacement reaction Methods 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 11
- 238000009434 installation Methods 0.000 description 6
- 229910001335 Galvanized steel Inorganic materials 0.000 description 5
- 239000008397 galvanized steel Substances 0.000 description 5
- 229910052751 metal Inorganic materials 0.000 description 4
- 239000002184 metal Substances 0.000 description 4
- 230000006378 damage Effects 0.000 description 3
- 239000002674 ointment Substances 0.000 description 3
- 238000004078 waterproofing Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 239000006260 foam Substances 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 239000012528 membrane Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 244000025254 Cannabis sativa Species 0.000 description 1
- 235000012766 Cannabis sativa ssp. sativa var. sativa Nutrition 0.000 description 1
- 235000012765 Cannabis sativa ssp. sativa var. spontanea Nutrition 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 235000009120 camo Nutrition 0.000 description 1
- 235000005607 chanvre indien Nutrition 0.000 description 1
- 239000011487 hemp Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
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Abstract
A clamping groove type reserved seam construction structure comprises a basement roof structure, a first waterproof plate pre-buried in the basement roof structure, a second waterproof plate clamped on the first waterproof plate, a rubber water stop arranged on the second waterproof plate, a third waterproof plate arranged on the rubber water stop, a water retaining reverse ridge poured at the reserved seam of the basement and around the third waterproof plate, a waterproof coiled material covering the water retaining reverse ridge, and a protective layer covering the waterproof coiled material; the rubber waterstop and the third waterproof board are clamped in the second waterproof board; a through seam is reserved in the water retaining reverse ridge and above the third waterproof plate, and the through seam is filled with high-molecular asphalt paste; the second waterproof board is filled with a first waterproof filler; and a second waterproof filler is filled in the third waterproof plate. The utility model provides a complicated construction degree of difficulty of seam structure is reserved to basement roof big and easy problem because of both sides structure displacement produces the seepage.
Description
Technical Field
The utility model belongs to the construction field, concretely relates to slot type reserves seam construction structures.
Background
At present, the waterproof structure design of the reserved seam of the top plate of the basement generally adopts a waterproof structure combining a buried water stop and an externally-attached water stop or a detachable water stop. In the basement roof structure work progress, need bury formula waterstop in advance in pre-buried, need paste formula waterstop or the required component of pre-buried installation detachable waterstop outward in the construction of basement roof concrete structure work progress simultaneously. Two waterproof structures are provided for reserved seams of the top plate of the basement by the buried water stop and the externally attached water stop or the detachable water stop.
The existing reserved seam structure has the disadvantages of complicated construction process and low operability. Because the buried rubber waterstop needs to be pre-buried in advance, and the buried rubber waterstop is located in the middle of the structure and does not have any support or fixed position, how to install and fix the buried rubber waterstop needs to be considered. When the both sides of the reserved joint are structural beams, the embedded water stop cannot be directly embedded due to the influence of beam stirrups, and the structural structure needs to be designed independently to meet the installation condition. Meanwhile, the rubber water stop is made of flexible materials and is soft in texture, so that the problems of bending, kinking, non-stretching and the like are easily caused in the fixing process, and the waterproof effect is easily influenced. The utility model discloses bury formula waterstop installation difficulty problem in wanting to solve, seek simpler mounting means, look for the waterproof structure that does not receive reserved joint both sides structural style (roof beam or board) to influence simultaneously.
Secondly, the existing reserved seam structure has weak capability of resisting deformation and preventing water damage. No matter the external-sticking type water stop belt or the detachable type water stop belt, when the structures on the two sides of the reserved joint are displaced and deformed, the adhesion part of the rubber water stop belt and the concrete structure is easy to crack and break, and a water seepage channel is easy to generate, so that the waterproof layer of the rubber water stop belt on the outer side loses effect, and the leakage hidden danger is generated. Meanwhile, the buried rubber water stop belt is directly contacted with the concrete structure, and when structures on two sides of the reserved seam are unevenly settled, sharp stones in the concrete structure are easy to damage the buried rubber water stop belt, so that the leakage problem is caused. The utility model discloses the anti deformability of seam structure is reserved to the intention improvement basement, can adapt to the structural deformation of basement roof both sides and do not take place waterproof destruction.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a slot type reserves seam construction structures solves the complicated construction degree of difficulty of seam structure of basement roof reservation and big and easily produces the problem of seepage because of both sides structure displacement.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a clamping groove type reserved seam construction structure comprises a basement roof structure, a first waterproof plate pre-buried in the basement roof structure, a second waterproof plate clamped on the first waterproof plate, a rubber water stop arranged on the second waterproof plate, a third waterproof plate arranged on the rubber water stop, a water retaining reverse ridge poured at the reserved seam of the basement and around the third waterproof plate, a waterproof coiled material covering the water retaining reverse ridge, and a protective layer covering the waterproof coiled material; the rubber waterstop and the third waterproof board are clamped in the second waterproof board; a through seam is reserved in the water retaining reverse ridge and above the third waterproof plate, and the through seam is filled with high-molecular asphalt paste; the second waterproof board is filled with a first waterproof filler; and a second waterproof filler is filled in the third waterproof board.
First waterproof board includes big-end-up, top open-ended isosceles trapezoid's first waterproof board main part, outwards buckle at the both ends level of first waterproof board main part, form the card limit, the both ends welding on card limit has vertical stagnant water baffle, the outside welding of first waterproof board main part has the anchor crotch, the anchor crotch welds in the junction on first waterproof board main part and card limit, the upper surface outer tip on card limit is equipped with the manger plate fin, the interior tip on card limit is opened there is the connecting bolt hole.
Further preferred technical solution: the first waterproof board main body is positioned in a reserved basement gap between basement roof structures; the clamping edge is clamped on the upper surface of the basement top plate structure; the lower part of the water stop baffle is embedded in the basement top plate structure; the anchoring hook is pre-buried in the basement roof structure.
Further preferred technical solution: the second waterproof board comprises an isosceles trapezoid-shaped second waterproof board main body with a large upper part and a small lower part and an opening at the upper part, two ends of the second waterproof board main body are horizontally bent outwards to form connecting edges, the end heads of the connecting edges are bent inwards in an L shape, and clamping grooves are formed between the end heads and the connecting edges; the inner end part of the connecting edge is provided with a fixing bolt hole, and the outer end part of the lower surface of the connecting edge is bent and protruded upwards to form a limiting groove; the end part of the clamping groove is provided with a fastening bolt hole.
Further preferred technical solution: the third waterproof board comprises a U-shaped third waterproof board main body with a downward opening, two ends of the third waterproof board main body are horizontally bent outwards to form an inserting edge, and a sealing convex strip is arranged at the outer end part of the lower surface of the inserting edge; the top surface of the third waterproof board main body is bent in a zigzag manner.
Further preferred technical solution: the space between the first waterproof board main body and the second waterproof board main body forms a drainage cavity.
Further preferred technical solution: the water blocking convex ribs are correspondingly matched and limited in the limiting grooves.
Further preferred technical solution: the connecting bolt holes are aligned with the fixing bolt holes up and down, and the first waterproof plate and the second waterproof plate are fixed through the fixing bolts penetrating through the connecting bolt holes and the fixing bolt holes in a penetrating mode.
Further preferred technical solution: the two ends of the rubber water stop are clamped in the clamping grooves.
Further preferred technical solution: the inserting edge of the third waterproof board is clamped in the clamping groove.
Further preferred technical solution: and the fastening bolt penetrating through the fastening bolt hole is tightly propped against the upper surface of the third waterproof plate.
Compared with the prior art, the utility model has the following characteristics and beneficial effect:
1, the utility model discloses can be used to various structure types basement roof reservation seam waterproof construction under various operating mode conditions, no matter reserve seam both sides structure and be the board or be the roof beam, do not influence the utility model discloses install and use.
The construction method can be used for simultaneous construction of structures on two sides of the reserved joint and non-simultaneous construction of the structures on two sides, can be used for pre-buried construction after being assembled into a whole, can also be used for field gradual installation and segmental construction, meets the construction requirements under various working conditions, and is wide in application range.
2, the utility model discloses total five waterproof designs, first way be the anti-bank of manger plate and polymer pitch ointment, the second way is the waterproof board of third way, and the third way is the rubber waterstop, and the fourth way is waterproof board and waterproof filler one of second way, and the fifth way is the first waterproof board, and five waterproof designs can greatly strengthen the water-proof effects that the seam was reserved to the basement roof.
Meanwhile, the fifth waterproof design is used for drainage, so that water can be drained in time even if leakage occurs, and the use of a lower building cannot be influenced.
3, the utility model discloses a draw-in groove formula design, rubber waterstop, third waterproof board put into the draw-in groove can, simple to operate is swift, the site operation of being convenient for more.
Meanwhile, the rubber water stop is arranged in metal protection, so that the durability is better.
Drawings
Fig. 1 is a schematic view of the first waterproof board of the present invention.
Fig. 2 is a schematic view of a second waterproof board of the present invention.
Fig. 3 is a schematic view of a third waterproof board of the present invention.
Fig. 4 is the effect diagram of the assembly completion of the water-proof and drainage assembly for the reserved seam of the utility model.
Fig. 5 is the utility model discloses the slot type reserves the schematic diagram of seam construction structure.
Reference numerals: 1-basement roof structure; 2-first waterproof board; 3-second waterproof board; 4-fixing the bolt; 5-waterproof filler one; 6-rubber water stop; 7-waterproof filler two; 8-third waterproof board; 9-fastening bolts; 10-high molecular asphalt ointment; 11-water retaining reverse ridge; 12-waterproof roll; 13-protective layer;
2.1-first waterproof board main body; 2.2-anchoring hooks; 2.3-water stop baffle; 2.4-water-retaining convex rib; 2.5-connecting bolt holes;
3.1-second waterproof board main body; 3.2-card slot; 3.3-fixing bolt hole; 3.4-bolt hole fastening; 3.5-limit groove;
8.1-third waterproof board main body; 8.2-sealing rib.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1 to 5, the utility model relates to a slot-type reserved joint construction structure, including basement roof structure 1, pre-buried first waterproof board 2 in basement roof structure 1, block second waterproof board 3 on first waterproof board 2, set up rubber waterstop 6 on second waterproof board 3, set up third waterproof board 8 on rubber waterstop 6, pour the reverse bank 11 of manger plate around basement reserved joint, third waterproof board 8, cover waterproofing membrane 12 on the reverse bank 11 of manger plate, cover protective layer 13 on waterproofing membrane 12; the rubber waterstop 6 and the third waterproof board 8 are clamped in the second waterproof board 3; through seams are reserved in the water retaining reverse ridges 11 and above the third waterproof plates 8, and high-molecular asphalt paste 10 is filled in the through seams; the first waterproof filler 5 is filled in the second waterproof board 3, and the first waterproof filler 5 is asphalt hemp threads, so that the waterproof effect of the second waterproof board 3 can be further enhanced; the third waterproof board 8 is filled with the second waterproof filler 7, so that the waterproof effect of the third waterproof board 8 can be further enhanced.
The combination of the first waterproof board 2, the second waterproof board 3 and the third waterproof board 8 forms a reserved seam waterproof and drainage assembly.
And reserving the joints, namely the deformation joints.
Referring to fig. 1, first waterproof board 2, play the drainage effect, be formed by the galvanized steel sheet preparation of 3 ~ 4mm thickness, including big end down, top open-ended isosceles trapezoid's first waterproof board main part 2.1, outwards buckle at first waterproof board main part 2.1's both ends level, form the card limit, the both ends welding of card limit has vertical stagnant water baffle 2.3, the outside welding of first waterproof board main part 2.1 has anchor crotch 2.2, the welding of anchor crotch 2.2 is in the junction of first waterproof board main part 2.1 and card limit, the upper surface outside tip on card limit is equipped with manger plate fin 2.4, the interior tip on card limit is opened has connecting bolt hole 2.5.
Referring to fig. 2, the second waterproof board 3 plays a role in supporting, is made of a galvanized steel sheet with a thickness of 3-4 mm, and comprises an isosceles trapezoid-shaped second waterproof board main body 3.1 with a large upper part and a small lower part, and an opening at the upper part, two ends of the second waterproof board main body 3.1 are horizontally bent outwards to form connecting edges, the end heads of the connecting edges are bent inwards in an L shape, and a clamping groove 3.2 is formed in a space between the connecting edges and the connecting edges; the inner end part of the connecting edge is provided with a fixed bolt hole 3.3, and the outer end part of the lower surface of the connecting edge is bent and protruded upwards to form a limiting groove 3.5; the end of the clamping groove is provided with a fastening bolt hole 3.4.
Referring to fig. 3, the third waterproof board 8 plays a covering role, is made of a galvanized steel sheet with the thickness of 3-4 mm, and comprises a U-shaped third waterproof board main body 8.1 with a downward opening, two ends of the third waterproof board main body 8.1 are horizontally bent outwards to form an inserting edge, and a sealing convex strip 8.2 is arranged at the outer end part of the lower surface of the inserting edge; the top surface of the third waterproof board main body 8.1 is bent in a zigzag shape.
The first waterproof board main body 2.1 is positioned in a reserved basement gap between the basement top plate structures 1; the clamping edge is clamped on the upper surface of the basement top plate structure 1; the lower part of the water stop baffle 2.3 is embedded in the basement top plate structure 1; the anchoring hooks 2.2 are pre-buried in the basement roof structure 1.
The bottom angle of the first waterproof board main body 2.1 is smaller than that of the second waterproof board main body 3.1; the height of the first waterproof board main body 2.1 is larger than that of the second waterproof board main body 3.1; a space between the first waterproof board main body 2.1 and the second waterproof board main body 3.1 forms a drainage cavity; if leakage occurs, water can still be discharged from the drainage cavity, and the influence on the normal use of the building is avoided.
The water blocking convex ribs 2.4 are correspondingly matched and limited in the limiting grooves 3.5; the connecting bolt holes 2.5 are aligned with the fixing bolt holes 3.3 up and down, and the first waterproof plate 2 and the second waterproof plate 3 are fixed through the fixing bolts 4 penetrating through the connecting bolt holes 2.5 and the fixing bolt holes 3.3 in a penetrating mode.
Two ends of the rubber water stop belt 6 are clamped in the clamping grooves 3.2.
The inserting edge of the third waterproof board 8 is clamped in the clamping groove 3.2.
And the fastening bolt 9 penetrating through the fastening bolt hole 3.4 is tightly propped against the upper surface of the third waterproof plate 8, and the rubber water stop 6 and the third waterproof plate 8 are tightly propped in the clamping groove 3.2.
After the first waterproof board 2, the second waterproof board 3 and the third waterproof board 8 are installed, a water retaining reverse bank 11 made of 200mm high concrete can be poured at the reserved seam of the basement roof, so that a certain water retaining effect is achieved, the first waterproof board 2, the second waterproof board 3 and the third waterproof board 8 are protected, and meanwhile, the construction of waterproof coiled materials on the follow-up basement roof structure 1 is facilitated.
When the basement roof is reserved the seam and is located the anti bank 11 construction of manger plate, reserve the seam and keep setting up 10cm wide through-gap in basement roof for basement roof reserves the seam both sides structural deformation and is not influenced, and the through-gap can carry out caulking waterproof sealing with polymer asphalt paste 10 anticorrosive waterproof material.
If 11 secondary constructions on the anti-bank of manger plate, need carry out the chisel hair to the first waterproof board 2 in the anti-bank construction position of manger plate, the second say that waterproof board 3 and third say that waterproof board 8 are makeed before 11 constructions on the anti-bank of manger plate, avoid the anti-bank root of manger plate to appear the seepage hidden danger.
The specific size of each component needs to be adjusted according to the design width of basement roof reservation seam, avoids the component too big or undersize, influences the installation of basement roof reservation seam drainage prevention subassembly.
The key point and the point to be protected of the utility model are that the rubber waterstop is placed in the waterproof metal structure by the clamping groove type design by adopting the first waterproof board 2, the second waterproof board 3 and the third waterproof board 8 to combine the rubber waterstop, thereby effectively protecting the rubber waterstop and being more convenient for field operation and installation; simultaneously, through interaction of the water retaining ribs 2.4 and the sealing convex strips 8.2 in the clamping grooves, the rubber water stop is fixed more firmly, and the waterproof sealing performance is further enhanced.
The utility model discloses a key point with want the guard point in, increase the anti-bank of manger plate and reserve the seam and prevent drainage component integrated design, existing effect has protected and has reserved the seam and prevent drainage component, has strengthened the durability that reserves seam and prevent drainage component, has reduced from reserving the possibility that takes place the seepage between seam waterproof construction and the concrete structure, does benefit to the construction of the follow-up waterproof layer of basement roof more simultaneously.
The utility model relates to a seam construction structures is reserved to draw-in groove formula, can be used to the closure construction that the seam was reserved to the basement roof, the form that adopts multilayer galvanized steel sheet or aluminum alloy cover plate internal clamp rubber waterstop is pre-buried in basement roof concrete structure, rely on metal sheet and the good waterproof performance of rubber waterstop to realize sealing the purpose that the seam was reserved to the basement roof, simultaneously because the metal sheet and the rubber materials of buckling can effectively resist the displacement of both sides structure, avoid leading to reserving seam waterproofing system because of reserving seam both sides structure inhomogeneous deformation and take place to destroy the hidden danger that produces the seepage.
The utility model discloses construction method of slot type reserved joint construction structure:
step one, processing a first waterproof board 2, a second waterproof board 3 and a third waterproof board 8 according to design dimensions by adopting galvanized steel plates.
And step two, pre-burying a first waterproof plate 2 during the construction of the basement roof plate structure 1.
And step three, fixing the second waterproof board 3 on the first waterproof board 2 by using a fixing bolt 4.
And step four, filling the first waterproof filler 5 in the inner groove of the second waterproof board 3.
And step five, clamping the rubber waterstop 6 into a clamping groove of the second waterproof board 3, and placing the rubber waterstop on the second waterproof board 3.
And step six, clamping the third waterproof plate 8 into the clamping groove of the second waterproof plate 3 and placing the third waterproof plate above the rubber water stop 6.
And step seven, filling a second waterproof filler 7 between the rubber water stop 6 and the third waterproof plate 8.
And step eight, tightening the fastening bolts 9 on the clamping grooves of the second waterproof board 3.
Step nine, constructing a water retaining reverse ridge 11 of concrete, and paying attention to the fact that a through seam is reserved in the middle position of a reserved seam of a top plate of a basement:
in order to further protect the reserved seam water-proof and drainage assembly, a water-retaining reverse bank needs to be constructed at the position of the reserved seam of the top plate of the basement.
When basement roof reserved joint both sides basement roof structure is under construction simultaneously, can be earlier whole the assembling completion of reserved joint water drainage preventing assembly place in basement roof reserved joint position, the anti-bank of manger plate is pour along with basement roof reserved joint both sides basement roof structure together, and waterproof performance is better.
When the basement roof structures at two sides of the reserved seam of the basement roof are not constructed simultaneously, the drainage supporting plate can be pre-embedded and installed firstly when the basement roof structure at one side of the reserved seam of the basement roof is constructed, after the basement roof structures at two sides of the reserved seam of the basement roof are all constructed, a second waterproof plate, a rubber water stop belt, a third waterproof plate and the like are installed on site, and finally the water retaining reverse ridge is poured for the second time.
Step ten, pouring seams by adopting a high-molecular asphalt ointment 10: when the water retaining reverse ridge is constructed, the foam strips can be placed on the third waterproof board at the positions where the through seams are required to be reserved, after the reverse ridge is poured and formed, the foam strips are taken out, and then the seam embedding treatment is carried out by using high polymer asphalt paste.
And step eleven, constructing the waterproof roll 12.
And step twelve, constructing a protective layer 13.
Step thirteen, checking and accepting:
the basement roof is reserved the seam and is prevented drainage subassembly construction completion, can carry out retaining or drenching test, inspects the waterproof effect of reserving seam and preventing drainage subassembly.
When the basement roof is reserved the seam and is prevented that drainage subassembly does not have the seepage or has a small amount of seepage accessible water drainage tank and discharge fast and do not influence normal use, can continue to be according to the upper structure of basement roof of original design drawing construction.
The periodic inspection items include: a. whether leakage occurs at the reserved seam of the top plate of the basement or not; b. whether the drainage of the drainage channel is smooth or not.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (10)
1. The utility model provides a slot type reserves seam construction structures which characterized in that: the waterproof structure comprises a basement roof plate structure (1), a first waterproof plate (2) pre-buried in the basement roof plate structure (1), a second waterproof plate (3) clamped on the first waterproof plate (2), a rubber water stop (6) arranged on the second waterproof plate (3), a third waterproof plate (8) arranged on the rubber water stop (6), a water-retaining reverse sill (11) poured at a reserved seam of the basement and around the third waterproof plate (8), a waterproof coiled material (12) covered on the water-retaining reverse sill (11), and a protective layer (13) covered on the waterproof coiled material (12); the rubber waterstop (6) and the third waterproof board (8) are clamped in the second waterproof board (3); a through seam is reserved in the water retaining reverse ridge (11) and above the third waterproof plate (8), and polymer asphalt paste (10) is filled in the through seam; a first waterproof filler (5) is filled in the second waterproof plate (3); a second waterproof filler (7) is filled in the third waterproof board (8);
first waterproof board (2) are including big-end-up, top open-ended isosceles trapezoid first waterproof board main part (2.1), the both ends level of first waterproof board main part (2.1) is outwards buckled, form the card limit, the both ends welding on card limit has vertical stagnant water baffle (2.3), the outside welding of first waterproof board main part (2.1) has anchor crotch (2.2), anchor crotch (2.2) welding is in the junction on first waterproof board main part (2.1) and card limit, the upper surface outer tip on card limit is equipped with manger plate fin (2.4), the interior tip on card limit is opened there are connecting bolt hole (2.5).
2. The construction structure of a slot-type reserved joint according to claim 1, characterized in that: the first waterproof board main body (2.1) is positioned in a reserved seam of the basement between the top board structures (1) of the basement; the clamping edge is clamped on the upper surface of the basement roof structure (1); the lower part of the water stop baffle (2.3) is embedded in the basement roof structure (1); the anchoring hooks (2.2) are pre-buried in the basement roof plate structure (1).
3. The construction structure of claim 2, characterized in that: the second waterproof board (3) comprises an isosceles trapezoid-shaped second waterproof board main body (3.1) which is large in upper part and small in lower part and is provided with an opening in the upper part, two ends of the second waterproof board main body (3.1) are horizontally bent outwards to form a connecting edge, the end head of the connecting edge is bent inwards in an L shape, and a clamping groove (3.2) is formed in a space between the connecting edge and the end head of the connecting edge; the inner end part of the connecting edge is provided with a fixing bolt hole (3.3), and the outer end part of the lower surface of the connecting edge is bent and protruded upwards to form a limiting groove (3.5); the end part of the clamping groove is provided with a fastening bolt hole (3.4).
4. The construction structure of claim 3, wherein: the third waterproof board (8) comprises a U-shaped third waterproof board main body (8.1) with an opening facing downwards, two ends of the third waterproof board main body (8.1) are horizontally bent outwards to form an inserting edge, and a sealing convex strip (8.2) is arranged at the outer end part of the lower surface of the inserting edge; the top surface of the third waterproof board main body (8.1) is bent in a zigzag shape.
5. The construction structure of claim 4, wherein: the space between the first waterproof board main body (2.1) and the second waterproof board main body (3.1) forms a drainage cavity.
6. The construction structure of claim 4, wherein: the water blocking convex ribs (2.4) are correspondingly matched and limited in the limiting grooves (3.5).
7. The construction structure of claim 6, wherein: the connecting bolt holes (2.5) and the fixing bolt holes (3.3) are aligned up and down, and the first waterproof plate (2) and the second waterproof plate (3) are fixed through the fixing bolts (4) penetrating through the connecting bolt holes (2.5) and the fixing bolt holes (3.3) in a penetrating mode.
8. The construction structure of claim 4, wherein: the two ends of the rubber water stop (6) are clamped in the clamping grooves (3.2).
9. The construction structure of claim 8, wherein: the inserting edge of the third waterproof board (8) is clamped in the clamping groove (3.2).
10. The construction structure of a slot-type reserved seam according to claim 9, characterized in that: and a fastening bolt (9) penetrating through the fastening bolt hole (3.4) is tightly pressed against the upper surface of the third waterproof plate (8).
Priority Applications (1)
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CN202221462643.4U CN217460684U (en) | 2022-06-13 | 2022-06-13 | Slot type reserved joint construction structure |
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CN202221462643.4U CN217460684U (en) | 2022-06-13 | 2022-06-13 | Slot type reserved joint construction structure |
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CN217460684U true CN217460684U (en) | 2022-09-20 |
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CN202221462643.4U Active CN217460684U (en) | 2022-06-13 | 2022-06-13 | Slot type reserved joint construction structure |
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2022
- 2022-06-13 CN CN202221462643.4U patent/CN217460684U/en active Active
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