CN215594432U - Novel pre-buried stagnant water joint structure of mould self-reflection bank of exempting from to hang - Google Patents
Novel pre-buried stagnant water joint structure of mould self-reflection bank of exempting from to hang Download PDFInfo
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- CN215594432U CN215594432U CN202120491775.9U CN202120491775U CN215594432U CN 215594432 U CN215594432 U CN 215594432U CN 202120491775 U CN202120491775 U CN 202120491775U CN 215594432 U CN215594432 U CN 215594432U
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 115
- 230000001681 protective effect Effects 0.000 claims abstract description 20
- 229910000831 Steel Inorganic materials 0.000 claims description 16
- 239000010959 steel Substances 0.000 claims description 16
- 238000000034 method Methods 0.000 claims description 10
- 238000007789 sealing Methods 0.000 claims description 4
- 230000007306 turnover Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 3
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- 239000000428 dust Substances 0.000 description 3
- 238000009415 formwork Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 230000004888 barrier function Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 2
- 238000005242 forging Methods 0.000 description 2
- 238000003825 pressing Methods 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 125000006850 spacer group Chemical group 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 1
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- 230000008569 process Effects 0.000 description 1
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Abstract
The utility model discloses a novel hanging-free mould-lifting-free self-reflection bank pre-embedded water stop joint structure which comprises a hanging-free mould-lifting-free self-reflection bank pre-embedded water stop joint structure of a limb beamless wall, a hanging-free mould-lifting-free self-reflection bank pre-embedded water stop joint structure of a limb beamed wall, a stepped leveling cushion block and an adjustable protective cover plate assembly; the adjustable water-stop joint structure is characterized in that the water-stop joint structure is embedded into a floor slab, the upper part of a vertical pipeline (such as a flue, a bridge frame and the like) is clamped into a lower rectangular surrounding groove of the joint structure, the lower part of the vertical pipeline falls into an upper rectangular surrounding groove of the joint structure, a stepped leveling cushion block is used for adjusting the verticality of the pipeline at the lower part of the vertical pipeline, and the adjustable protective cover plate is used for protecting a vertical hole. This group's novel hanging mould of exempting from is exempted from to turn over pre-buried stagnant water joint design processing simply, convenient to use, the quality common fault that can effectually avoid vertical piping erection should promote.
Description
Technical Field
The utility model belongs to the field of building construction quality control, is suitable for building construction, and particularly relates to a novel template-lifting-free self-reverse bank pre-embedded water stop structure joint.
Background
At present, when a peripheral opening of a vertical pipeline is subjected to formwork hanging construction in a building process, the following industrial problems generally appear: firstly, the method comprises the following steps: leakage is easy to occur, and the leakage risk is extremely high; secondly, the method comprises the following steps: one surface of the shear wall facing the main body structure cannot be provided with a hanging hole; thirdly, the method comprises the following steps: chiseling is needed before secondary pouring, which wastes manual materials; fourthly: the secondary mould hanging construction operation is difficult, and labor is wasted in disassembly; fifth, the method comprises the following steps: the surface is uneven after the form removal, and the effect is extremely poor.
In order to solve the problems, from the perspective of actual on-site construction, environmental protection, economy and applicability are comprehensively considered, so that the novel hanging-free self-reverse ridge embedded water stop joint structure is invented.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a novel vertical pipeline lifting-free self-reflection ridge water stop joint structure which is convenient to use, economical and practical.
The utility model aims to realize that a group of novel hanging-free mould-lifting-free self-reflection bank pre-embedded water stop joint structure consists of four parts, namely a hanging-free mould-lifting-free self-reflection bank pre-embedded water stop joint structure of an edge-bound beamless wall or a hanging-free mould-lifting-free self-reflection bank pre-embedded water stop joint structure of an edge-bound beam wall, a step-shaped leveling cushion block and an adjustable protective cover plate; the method is characterized in that:
the edge-free beamless wall hanging-free self-reverse ridge embedded water stop joint structure comprises a Z-shaped uniform-section water stop wing plate, an inner water baffle plate, an outer ash baffle plate, cross arm steel bars, a first rectangular surrounding groove, a second rectangular surrounding groove and a third rectangular surrounding groove; a middle vertical plate of the Z-shaped uniform-section water stop wing plate and an outer ash baffle) forms a first rectangular surrounding groove with two different side heights, a second rectangular surrounding groove with two equal side heights is formed between the upper part of the inner ash baffle and the middle of the upper part of the outer ash baffle, a third rectangular surrounding groove with two equal side heights is formed between the lower part of the inner ash baffle and the lower part of the outer ash baffle, and two cross arm reinforcing steel bars are arranged in the inner ash baffle and bear vertical pressure;
the edge-supported beam wall hanging-free self-reverse ridge pre-embedded water stop joint structure comprises an inner water baffle, an outer ash baffle, cross arm steel bars, a toothed plate and a Z-shaped variable cross section water stop wing plate, wherein a fourth groove with two different edge heights is formed between a middle vertical plate of the Z-shaped variable cross section water stop wing plate and the upper part of the outer ash baffle; two cross arm steel bars are arranged in the inner water baffle plate to bear vertical pressure; the horizontal wing plate on the upper part of the Z-shaped variable cross-section water stop wing plate adjacent to the structural beam or the wall is forged into a rectangular toothed plate adjacent to the wall or the beam part;
the adjustable protective cover plate component comprises a cover plate, a guide groove, an inclined pin hole, a conical bolt, a trapezoidal section horizontal hanging bar and a convex section jacking bar; the apron lid is on facing limit no beam wall and exempting from to hang mould from anti-embedded sealing-up joint structure of bank or facing the limit there is the beam wall to exempt from to hang mould from anti-embedded sealing-up joint structure of bank, and it has four guide slots to distribute on the apron equidistance, is equipped with the slant pinhole in the both sides of every guide slot of apron, and the slant pinhole incline direction of both sides is opposite, and protruding type cross-section push rod top part card goes into the guide slot in, and the upper end is connected with trapezoidal section horizontal hanging bar, protruding type cross-section push rod when it removes to interior breakwater department, insert at the toper bolt and face the inboard nearest slant pinhole of trapezoidal section horizontal hanging bar, the thick lower extreme in toper bolt upper end is thin, thereby the toper bolt becomes thick slightly pushes away trapezoidal section horizontal hanging bar gradually for trapezoidal section horizontal hanging bar drives protruding type cross-section push rod and inwards breakwater removal, thereby realizes the tight effect in top.
The stepped leveling cushion block is stepped and can adjust a plurality of inclination angles.
Specifically, the novel hanging-free mold-hanging-free self-reflection-ridge pre-embedded water stop joint structure comprises four parts, namely a hanging-free mold-hanging-free self-reflection-ridge pre-embedded water stop joint structure of an edge-bound beamless wall, a stepped leveling cushion block and an adjustable protective cover plate; the method is characterized in that: the cross section of the embedded water stop joint structure of the edge beamless wall hanging-free self-reflection ridge is equal, the cross section is not changed, the horizontal wing plate at the bottom of the Z-shaped uniform-section water stop wing plate is fixed on the template, the vertical wing plate in the middle of the Z-shaped uniform-section water stop wing plate is used for blocking concrete poured below the upper horizontal wing plate, the outer ash blocking plate is used for blocking concrete poured at the upper part, and the cross-arm steel bars are the three-level deformed steel bars and are used for bearing the vertical pressure of the vertical pipeline. It exempts from to hang the mould from to hang the pre-buried stagnant water joint design cross-section inequality of anti-bank by the roof beam wall to face the limit, there is the variable cross section condition, it is "H" type cross-section to face a roof beam wall limit, it strikes forging and pressing department pinion rack and is used for more convenient insertion roof beam wall vertical reinforcement to face the horizontal pterygoid lamina in Z type uniform cross section stagnant water pterygoid lamina upper portion of roof beam wall one side, the horizontal pterygoid lamina in Z type uniform cross section stagnant water pterygoid lamina bottom is fixed to the template on, the vertical pterygoid lamina in the middle of the Z type uniform cross section stagnant water pterygoid lamina is used for keeping off the concrete of pouring below the horizontal pterygoid lamina of upper portion, outer fender hawk is used for keeping off the concrete that upper portion was pour, the cross arm reinforcing bar is tertiary screw-thread steel, a vertical pressure for undertaking vertical pipeline. The stepped leveling cushion block is stepped, and a plurality of inclination angles can be adjusted. The slant pinhole incline direction of the guide way both sides on the adjustable protective cover board is opposite, inclines to two directions respectively for two inside and outside direction fastenings, and the not equidimension entrance to a cave of not inserting of tapered bolt difference length can finely tune the fastening degree, and the slip range through protruding type cross-section kicking bar adapts to the protection of equidimension entrance to a cave, and another effect of adjustable protective cover board in this group's subassembly is that the rectangle enclosed slot that is used for between outer ash baffle of protection joint design and the interior water baffle is unlikely to fall into debris.
The novel mortar joint control tool has the following advantages: firstly, water seepage through a vertical pipeline is avoided; secondly, secondary mould hoisting pouring is not needed, so that manual materials are saved; and convenience in manual operation is realized: the mechanical structure is convenient for production and installation; fourthly, the functions are complete and the application range is wide.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
Fig. 1 is a top axial view of an edge-facing beamless wall hanging-free and self-reflection sill embedded water stop joint structure of the utility model.
Fig. 2 is a bottom axial view of the edge-facing beamless wall hanging-free self-reflection bank embedded water stop joint structure of the utility model.
Fig. 3 is a cross-sectional view of the edge-faced beamless wall hanging-free self-reflection bank embedded water stop joint structure of the utility model.
Fig. 4 is a sectional side view of the edge-facing beamless wall hanging-free self-reflection bank embedded water stop joint structure of the utility model.
Fig. 5 is a top axial view of the edge-mounted beam wall hanging-free self-reflection bank embedded water stop joint structure of the utility model.
Fig. 6 is a bottom axial view of the edge beam wall hanging-free self-reflection bank embedded water stop joint structure of the utility model.
Fig. 7 is a cross-sectional view of the edge-to-edge beam wall hanging-free self-reflection bank pre-embedded water stop joint structure of the utility model.
Fig. 8 is a sectional side view of the edge-mounted beam wall hanging-free self-reflection bank pre-buried water stop joint structure of the utility model.
Fig. 9 is an isometric view of an adjustable spacer block of the hanging-free self-reverse bank pre-buried water stop joint structure of the utility model.
Fig. 10 is a side elevation of an adjustable spacer block of the hanging-free self-reverse bank pre-buried water stop joint structure of the utility model.
Fig. 11 is a schematic cross-sectional view of leveling the stepped cushion block of the hanging-die-free self-reverse bank pre-embedded water stop joint structure of the utility model.
Fig. 12 is an isometric view of an adjustable protective cover plate assembly of the hanging-free self-reverse bank pre-buried water stop joint structure of the present invention.
Fig. 13 is an isometric view of an adjustable protective cover plate of the hanging-free self-reverse bank pre-buried water stop joint structure of the present invention.
Fig. 14 is an isometric view of an adjustable guard cover plate wood jacking bolt combination of the hanging-free self-reverse bank embedded water stop joint structure of the utility model.
Fig. 15 is a schematic cross-sectional view of the adjustable protective cover plate jacking and angle pin of the hanging-free self-reverse bank embedded water stop joint structure of the utility model.
Fig. 16 is a schematic sectional view of a combination of a convex cross-section top bar, a trapezoidal cross-section horizontal hanging bar, and a cover plate of the hanging-free self-reverse bank embedded water stop joint structure of the present invention.
Fig. 17 is an isometric view of the combination of the edge-facing beamless wall suspended-formwork-free self-reflection-bank embedded water stop joint structure and the adjustable cover plate of the suspended-formwork-free self-reflection-bank embedded water stop joint structure of the present invention.
Fig. 18 is an isometric view of the combination of the edge-faced beam-wall hanging-free self-reflection bank embedded water stop joint structure and the adjustable cover plate of the hanging-free self-reflection bank embedded water stop joint structure.
Description of reference numerals:
a first part: embedded water stop joint structure of edge beamless wall hanging-free self-reverse bank
Z-shaped uniform-section water stop wing plate 1, inner water baffle 2, outer ash baffle 3 and cross arm steel bar 4, first rectangular surrounding groove 14, second rectangular surrounding groove 15 and third rectangular surrounding groove 16
A second part: it has pre-buried stagnant water joint design of mould self-returning bank of exempting from to hang by limit beam wall
And a third part: stepped leveling cushion block
Step-shaped leveling cushion block 7
The fourth part: adjustable protective cover plate
The structure comprises a cover plate 8, a guide groove 9, an inclined pin hole 10, a conical bolt 11, a horizontal hanging bar 12 with a trapezoidal section and a top bar 13 with a convex section.
In the sectional view, the dotted line is a non-sectioning surface line, and the numbering of the unnumbered component is in a symmetrical position.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
As shown in the attached drawings, a group of novel hanging-free mold-lifting-free self-reflection bank pre-embedded water stop joint structure consists of four parts, namely a hanging-free mold-lifting-free self-reflection bank pre-embedded water stop joint structure of an edge-bound beamless wall or a hanging-free mold-lifting-free self-reflection bank pre-embedded water stop joint structure of an edge-bound beamless wall, a stepped leveling cushion block and an adjustable protective cover plate; the method is characterized in that:
1) the edge-free beamless wall hanging-free self-reverse ridge embedded water stop joint structure comprises a Z-shaped uniform-section water stop wing plate 1; an inner water baffle 2; an outer dust barrier 3; cross arm steel bars 4; the upper end and the lower end of the outer ash baffle 3 are different in thickness, the Z-shaped uniform-section water stop wing plate 1, the inner ash baffle 2 and the outer ash baffle 3 jointly form a complete uniform-section structure, a first rectangular surrounding groove 14 with two different heights is formed between a middle vertical plate of the Z-shaped uniform-section water stop wing plate 1 and the upper part of the outer ash baffle 3, a second rectangular surrounding groove 15 with two equal heights is formed between the upper part of the inner ash baffle 2 and the upper part of the outer ash baffle 3, a third rectangular surrounding groove 16 with two equal heights is formed between the lower part of the inner ash baffle 2 and the lower part of the outer ash baffle 3, and two cross arm steel bars 4 are arranged in the inner ash baffle 2 and used for bearing vertical force;
2) the edge-mounted beam wall hanging-free self-reverse ridge pre-embedded water stop joint structure comprises an inner water baffle plate 2; an outer dust barrier 3; cross arm steel bars 4; a toothed plate 5 and a Z-shaped variable cross-section water stop wing plate 6; the thicknesses of the upper end and the lower end of the outer ash baffle 3 are different, the Z-shaped variable cross-section water stop wing plate 6 is inwardly folded when facing the cross section of a beam wall, the Z-shaped variable cross-section water stop wing plate 6, the inner ash baffle 2 and the outer ash baffle 3 form a complete uniform cross-section structure together, a fourth groove 17 with different heights at two sides is formed between the middle vertical plate of the Z-shaped variable cross-section water stop wing plate 6 and the upper part of the outer ash baffle 3 (the groove does not exist at the variable cross section), a fifth rectangular surrounding groove 18 with equal heights at two sides is formed between the upper part of the inner ash baffle 2 and the upper part of the outer ash baffle 3 (the width of the rectangular surrounding groove is reduced when facing the wall), a sixth rectangular surrounding groove 19 with equal heights at two sides is formed between the lower part of the inner ash baffle 2 and the lower part of the outer ash baffle 3, and two cross-arm steel bars 4 are arranged in the inner ash baffle 2 and are used for bearing vertical force; the Z-shaped variable cross-section water stop wing plate 6 is connected with a toothed plate 5 at the local forging and pressing position of the beam wall surface, and the toothed plate 5 is inserted into the gap of the structural beam wall reinforcing steel bars;
3) the stepped leveling cushion block 7 is stepped, and a plurality of inclination angles can be adjusted;
4) the adjustable protective cover plate comprises a cover plate 8; a guide groove 9; an oblique pin hole 10; a tapered plug 11; a horizontal hanging bar 12 with a trapezoidal section; a convex section top bar 13; four guide grooves 9 are equidistantly distributed on the cover plate 8, two sides of each guide groove 9 of the cover plate 8 are provided with oblique pin holes 10, the oblique pin holes 10 on the two sides are opposite in oblique direction and are respectively oblique to two directions, an outer top inner clamp can be used for fastening in the inner direction and the outer direction, the conical inserted pins 11 can be inserted in different lengths to finely adjust the fastening degree, the upper parts of the convex section jacking rods 13 are inserted into the guide grooves 9 of the cover plate 8, and the upper ends of the convex section jacking rods are connected with the trapezoidal section horizontal hanging rods 12, so that the convex section jacking rods 13 can freely slide along the guide grooves 9; the sliding range of the protruding section ejector bar 13 is adapted to the protection of the openings with different sizes, and the other function of the adjustable protective cover plate in the assembly is used for protecting the outer ash baffle and the inner water baffle of the edge beamless wall hanging-free self-reflection ridge embedded water stop joint structure or the edge beamless wall hanging-free self-reflection ridge embedded water stop joint structure from falling into sundries.
The concrete structure is as follows:
fig. 1-4 show the pre-buried water stop joint structure of the first part of the edge-free beamless wall hanging-free self-reverse bank of the utility model. FIG. 1 is a side view of the upper portion of the whole of a formwork-hanging-free self-reverse ridge embedded water stop joint structure of an edge-free beamless wall; FIG. 2 is a perspective view of the whole bottom of the structure of the edge-free beamless wall hanging-free self-reverse ridge embedded water stop joint; fig. 3 is a cross-sectional view of a formwork-hanging-free self-reverse ridge pre-embedded water stop joint structure of a limb beamless wall, the cross-section is uniform, and cross-arm steel bars 4 are arranged in an inner water baffle 2 and extend into an upper horizontal wing plate of a Z-shaped equal-section water stop wing plate 1; fig. 3 is an axonometric view of the section of the pre-buried water stop joint structure of the edge-free beam-free wall hanging-free self-reverse ridge.
Fig. 5-8 show the pre-buried water stop joint structure of the second part of the utility model with a beam wall near the edge without hanging the formwork and a self-reverse bank. FIG. 5 is a perspective view of the upper part of the whole of the anti-hanging formwork-free self-reverse ridge embedded water stop joint structure of the edge-supported beam wall; FIG. 6 is a perspective view of the whole bottom of the pre-buried water stop joint structure of the edge-free self-reverse ridge of the beam wall with a beam; fig. 7 shows that there is the roof beam wall that faces the limit and exempts from to hang mould from anti-embedded sealing joint structural section view of bank, and Z type variable cross section sealing wing board 6 faces the roof beam wall one side and becomes the H type, and cross arm reinforcing bar 4 is built in interior division of water board 2 to extend to in the horizontal pterygoid lamina of upper portion of Z type uniform cross section sealing wing board 1. Fig. 8 is an axonometric view of the section of the pre-buried water stop joint structure of the edge-free self-reverse ridge of the wall with the beam without the hanging formwork.
FIGS. 9-11 illustrate a third portion of the stepped leveling pad of the present invention. The step-shaped leveling cushion block 7 shown in fig. 9 is a whole and is in a step shape.
Fig. 12-14 illustrate a fourth portion of an adjustable protective cover according to the present invention. The upper part of the convex section top bar 13 shown in fig. 12 is inserted into the guide groove 9 of the cover plate 8, and the upper end is connected with the trapezoidal section horizontal hanging bar 12, so that the convex section top bar 13 can freely slide along the groove 9; in fig. 13, oblique pin holes 10 are formed in both sides of the guide groove 9 of the cover plate 8, and the oblique pin holes 10 are inclined at 45 degrees and opposite in direction. In the state shown in fig. 14 in which the taper pin 11 is combined with the horizontal hanging bar 12 having a trapezoidal cross section and the top bar 13 having a convex cross section, the taper pin 11 has a conical shape, and the degree of tightening of the top bar 13 having a convex cross section is finely adjusted by the length of the taper pin 11 inserted into the inclined pin hole 10. The concrete structure is as follows: the part card goes into in the guide way 9 on protruding type cross-section top bar 13, the upper end is linked into a whole with trapezoidal section level peg 12 with the bolt, make protruding type cross-section top bar 13 can slide through guide way 9 and be unlikely to drop again, when protruding type cross-section top bar 13 removed to interior breakwater 2 department, insert tapered pin 11 and face trapezoidal section level peg 12 inboard nearest slant pinhole 10 in, the thick lower extreme of tapered pin 11 upper end is thin, thereby it slightly pushes away trapezoidal section level peg 12 to become thick gradually at tapered pin 11 inserts the in-process slant pinhole 10 of slant pinhole 10, make trapezoidal section level peg 12 drive protruding type cross-section top bar 13 and inwards breakwater 2 remove, thereby realize the tight effect in top.
The cover plate 8 is covered on a hanging-free mould-lifting-free self-reflection bank pre-embedded water stop joint structure of the limb beamless wall (or hanging-free self-reflection bank pre-embedded water stop joint structure of the limb beamless wall), so that sundries can be prevented from falling into the rectangular surrounding groove, the upper part of the convex section ejector bar 13 is inserted into the guide groove 9 of the cover plate 8, and the upper end of the convex section ejector bar is connected with the trapezoidal section horizontal hanging bar 12, so that the convex section ejector bar 13 can freely slide along the guide groove 9; the convex section jacking bar 13 jacks the inner water baffle 2 tightly, the lower end of the conical bolt 11 is inserted into the inclined pin hole 10, and the upper end of the conical bolt is jacked on the trapezoidal section horizontal hanging bar 12, so that the trapezoidal section horizontal hanging bar 12 is blocked, and the protection function is completed, as shown in fig. 15, 16, 17 and 18.
The four parts of the utility model are respectively used, when no structural beam and no wall are arranged at the periphery of a vertical pipeline of the floor slab, a template-free self-reverse ridge pre-embedded water stop joint structure with an edge-adjacent beamless wall is pre-embedded in the floor slab, the lower part of the joint structure is flush with the bottom of a structural member, a baffle plate at the upper part of the joint structure is slightly higher than the structural surface to form a self-reverse ridge, and an adjustable protective cover plate is covered on the joint structure to play the roles of safety protection and sundries prevention; when a structural beam and a wall are arranged on the periphery of a vertical pipeline of a floor slab, a beam-wall hanging-free self-reverse ridge pre-embedded water stop joint structure is pre-embedded in the floor slab along the adjacent edge, the lower part of the joint structure is flush with the bottom of a structural member, a baffle plate on the upper part of the joint structure is slightly higher than the structural surface to form a self-reverse ridge, and an adjustable protective cover plate is covered on the joint structure to play the roles of safety protection and sundries prevention; when the pipeline with uneven bottom is inclined, the stepped leveling cushion block is used for lining the lower part of the pipeline to be vertical; the adjustable protective cover plate can also be independently applied to the protection of other vertical holes.
The design and use of the utility model can effectively avoid water seepage at the periphery of the vertical pipeline, and secondary mold hanging and pouring are not needed at the periphery of the pipeline, thus greatly improving the construction impression and saving labor and materials.
It will be apparent to those skilled in the art that various changes and modifications may be made in the present invention without departing from the spirit and scope of the utility model. Thus, if such modifications and variations of the present invention fall within the scope of the claims of the present invention and their equivalents, the present invention is also intended to include such modifications and variations.
Claims (2)
1. The novel hanging-free mold-lifting-free self-reflection bank pre-embedded water stop joint structure consists of four parts, namely a hanging-free mold-lifting-free self-reflection bank pre-embedded water stop joint structure of an edge-bound beamless wall or a hanging-free mold-lifting-free self-reflection bank pre-embedded water stop joint structure of an edge-bound beam wall, a stepped leveling cushion block and an adjustable protective cover plate; the method is characterized in that:
the edge-free beam-free wall hanging-free self-reverse sill embedded water stop joint structure comprises a Z-shaped uniform-section water stop wing plate (1), an inner water baffle plate (2), an outer ash baffle plate (3), cross arm steel bars (4), a first rectangular surrounding groove (14), a second rectangular surrounding groove (15) and a third rectangular surrounding groove (16); a first rectangular surrounding groove (14) with two different side heights is formed between a middle vertical plate of the Z-shaped uniform-section water stop wing plate (1) and the upper part of the outer ash baffle (3), a second rectangular surrounding groove (15) with two equal side heights is formed between the upper part of the inner water baffle (2) and the middle of the upper part of the outer ash baffle (3), a third rectangular surrounding groove (16) with two equal side heights is formed between the lower part of the inner water baffle (2) and the lower part of the outer ash baffle (3), and two cross-arm steel bars (4) are arranged in the inner water baffle (2) to bear vertical pressure;
the edge-hung beam wall hanging-free self-reverse ridge pre-buried water stop joint structure comprises an inner water baffle (2), an outer ash baffle (3), cross-arm steel bars (4), a toothed plate (5) and a Z-shaped variable cross-section water stop wing plate (6), wherein a fourth groove (17) with different heights at two sides is formed between a middle vertical plate of the Z-shaped variable cross-section water stop wing plate (6) and the upper part of the outer ash baffle (3), a fifth rectangular surrounding groove (18) with equal heights at two sides is formed between the upper part of the inner water baffle (2) and the upper part of the outer ash baffle (3), the width of the rectangular surrounding groove is reduced when the edge faces a wall surface, and a sixth rectangular surrounding groove with equal heights at two sides is formed between the lower part of the inner water baffle (2) and the lower part of the outer ash baffle (3); two cross arm steel bars (4) are arranged in the inner water baffle to bear vertical pressure; a horizontal wing plate on the upper part of a Z-shaped variable cross-section water stop wing plate (6) adjacent to the structural beam or the wall is forged and pressed into a rectangular toothed plate (5) adjacent to the wall or the beam part;
the adjustable protective cover plate component comprises a cover plate (8), a guide groove (9), an oblique pin hole (10), a conical bolt, a horizontal hanging bar (12) with a trapezoidal section and a top bar (13) with a convex section; apron (8) lid face limit no beam wall and exempt from to hang mould from anti-embedded sealing-up joint structure of bank or face limit have beam wall to exempt from to hang mould from anti-embedded sealing-up joint structure of bank, equidistant distribution has four guide way (9) in apron (8), be equipped with slant pinhole (10) in the both sides of every guide way (9) of apron (8), slant pinhole (10) slope opposite direction of both sides, protruding type cross-section push rod (13) upper portion card is gone into in guide way (9), the upper end is connected with trapezoidal cross-section horizontal hanging rod (12), protruding type cross-section push rod (13) when it removes to interior water baffle (2) department, insert in the nearest slant pinhole (10) of trapezoidal cross-section horizontal hanging rod (12) inboard at toper bolt (11), toper bolt upper end thick end lower extreme is thin, toper bolt (11) become thick gradually thereby slightly push away trapezoidal cross-section horizontal hanging rod (12), make trapezoidal cross-section horizontal hanging rod (12) drive protruding type cross-section push rod (13) move to interior water baffle (2) And moving to realize the jacking function.
2. The pre-buried sealing joint structure of a set of novel mould of exempting from to hang from anti-bank of claim 1, its characterized in that: the stepped leveling cushion block (7) is stepped and can adjust a plurality of inclination angles.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120491775.9U CN215594432U (en) | 2021-03-09 | 2021-03-09 | Novel pre-buried stagnant water joint structure of mould self-reflection bank of exempting from to hang |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120491775.9U CN215594432U (en) | 2021-03-09 | 2021-03-09 | Novel pre-buried stagnant water joint structure of mould self-reflection bank of exempting from to hang |
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| Publication Number | Publication Date |
|---|---|
| CN215594432U true CN215594432U (en) | 2022-01-21 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120491775.9U Expired - Fee Related CN215594432U (en) | 2021-03-09 | 2021-03-09 | Novel pre-buried stagnant water joint structure of mould self-reflection bank of exempting from to hang |
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| Country | Link |
|---|---|
| CN (1) | CN215594432U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114876193A (en) * | 2022-06-10 | 2022-08-09 | 中国十七冶集团有限公司 | Portable embedded cable bridge frame sleeve for waterproof floor and positioning method thereof |
-
2021
- 2021-03-09 CN CN202120491775.9U patent/CN215594432U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114876193A (en) * | 2022-06-10 | 2022-08-09 | 中国十七冶集团有限公司 | Portable embedded cable bridge frame sleeve for waterproof floor and positioning method thereof |
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| CF01 | Termination of patent right due to non-payment of annual fee |