CN108978715A - Waterstop fixing mould and its application method - Google Patents
Waterstop fixing mould and its application method Download PDFInfo
- Publication number
- CN108978715A CN108978715A CN201811162493.3A CN201811162493A CN108978715A CN 108978715 A CN108978715 A CN 108978715A CN 201811162493 A CN201811162493 A CN 201811162493A CN 108978715 A CN108978715 A CN 108978715A
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- riser
- plate
- piping lane
- transverse slat
- waterstop
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- 238000000034 method Methods 0.000 title claims abstract description 14
- 229910000831 Steel Inorganic materials 0.000 claims description 18
- 239000010959 steel Substances 0.000 claims description 18
- 230000002787 reinforcement Effects 0.000 claims description 13
- 238000002372 labelling Methods 0.000 claims description 12
- 238000004140 cleaning Methods 0.000 claims description 3
- 230000008014 freezing Effects 0.000 claims description 3
- 238000007710 freezing Methods 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 2
- 238000007711 solidification Methods 0.000 claims description 2
- 230000008023 solidification Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 5
- 230000015271 coagulation Effects 0.000 description 3
- 238000005345 coagulation Methods 0.000 description 3
- 239000003292 glue Substances 0.000 description 3
- 238000007789 sealing Methods 0.000 description 3
- 238000000465 moulding Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/16—Arrangement or construction of joints in foundation structures
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Building Environments (AREA)
Abstract
The invention discloses a kind of waterstop fixing mould and its application methods, further include for clamping the exterior sheathing of piping lane lateral end panel waterstop, inner template including the cope plate for clamping piping lane bottom edge end face waterstop, lower template;The cope plate includes transverse slat one, a side on the length direction of the transverse slat one has extended vertically riser one upwards, the lower template includes transverse slat two corresponding with transverse slat one, a side on the length direction of the transverse slat two is extended with riser two downward vertically, and the riser one, riser two are arranged along piping lane bottom edge end face;The exterior sheathing includes side plate one, riser three is vertically arranged in a side on the length direction of the side plate one outward, the inner template includes side plate two corresponding with side plate one, riser four is inwardly vertically arranged in a side on the length direction of the side plate two, and the riser three, riser four are arranged along piping lane lateral end panel.
Description
Technical field
The invention belongs to piping lane construction field, in particular to a kind of waterstop fixing mould for piping lane deformation joint and its
Application method.
Background technique
With the development of urban modernization, in order to better meet urban transportation and life requirement, in urban road construction
In will do it construction pipe gallery, thus reasonable utilization urban land area, and preferably arrange pipeline, cable etc..Pipe
Corridor is all segmentation construction in process of construction, there are deformation joint between two sections of piping lanes, is put among piping lane deformation joint in work progress
Be equipped with rubber watertight strip, 1/3 under the deformation joint at, spacing is provided with transmission rod at upper 1/3, in rubber watertight strip
The stupefied pre-buried extruded sheet in place, outside are reinforced with wooden model up and down, guarantee the centering of deformation joint extruded sheet, and line style is straight.Currently, the change of piping lane
Shape seam waterstop fixation mostly uses plank sheathing to fix, and can not reinforce in place, it is accurate that when reinforcing not can guarantee deformation joint waterstop
Between two parties, and after form removable, template is easily-deformable, can not reuse, at high cost.
Summary of the invention
The purpose of the present invention is to provide a kind of waterstop fixing moulds, do not use plank sheathing or other auxiliary tools, really
Guarantor continues to fix when pouring piping lane to waterstop, and can reuse.
To achieve the goals above, the present invention takes following technical scheme: a kind of waterstop fixing mould, including for pressing from both sides
Cope plate, the lower template for holding piping lane bottom edge end face waterstop, further include for clamp the exterior sheathing of piping lane lateral end panel waterstop,
Inner template;The cope plate includes transverse slat one, and a side on the length direction of the transverse slat one has extended vertically upwards
Riser one, the lower template include transverse slat two corresponding with transverse slat one, a side on the length direction of the transverse slat two
It is extended with riser two downward vertically, the riser one, riser two are arranged along piping lane bottom edge end face;The exterior sheathing includes side
Plate one, a side on the length direction of the side plate one are vertically arranged riser three outward, the inner template include with
The corresponding side plate two of side plate one, riser four is inwardly vertically arranged in a side on the length direction of the side plate two, described
Riser three, riser four along piping lane lateral end panel arrange.
The lower end of the riser three, riser four has each extended over arc panel one, arc panel two inwardly, arc panel one,
The end of arc panel two is concordant with riser one, the end handover of riser two respectively, and the end of arc panel one, arc panel two and perpendicular
Plate one, riser two end connecting plate is all vertically arranged.
Between the transverse slat one and riser one, between transverse slat two and riser two, between side plate one and riser three, side plate two
Between riser four, riser one, riser two respectively between connecting plate, arc panel one, arc panel two be respectively between connecting plate
All it is vertically connected with L-square.
The lower section disposed inboard of the riser four has gusset, between the gusset and piping lane bottom plate and piping lane side
Chamfering end face coincide.
The top of the riser one is disposed with the intermediate plate coincideing with piping lane interlude, and the intermediate plate includes trapezoidal
Section, the top of trapezoidal sections is connect with rectangular section.
It is combined and spliced as piping lane end mould using cope plate, lower template, exterior sheathing, inner template in above-mentioned technical proposal
It is also used as the fixing mould of waterstop simultaneously, wherein riser one, riser two are postponed the upper and lower cloth of length direction of piping lane bottom edge end face
Set, riser three, riser four postpone piping lane lateral end panel short transverse it is outer in arrangement, the lower side of riser two, which compresses external labeling type, to be stopped
Water band, transverse slat one, transverse slat two are used to clamp buried rubber watertight strip in the horizontal on piping lane bottom edge, side plate one, side plate two
For clamping buried rubber watertight strip in being vertically arranged of piping lane side, above-mentioned each plate assembly is connected and fixed each waterstop,
Then riser one, riser two, riser three, riser four are connect with the side form of piping lane, bed die and framework of steel reinforcement by screw rod through walls,
It is poured thoroughly by waterstop and concrete coagulation, removes above-mentioned each plate again finally to reuse, guarantee that pouring structure is steady
While qualitative, installing and dismounting also facilitates.
The object of the invention is also to provide a kind of application methods of waterstop fixing mould, when building piping lane, implement
Installation to waterstop fixing mould, and waterstop is fixed, to complete to pour.
To achieve the goals above, the present invention takes following technical scheme: a kind of application method of waterstop fixing mould,
Include the following steps:
A, plane where external labeling type waterstop being flat on piping lane bottom edge first, then arrange lower template, the riser two of lower template
Lower side tightly pushes down external labeling type waterstop;
B, buried rubber watertight strip is flat on the surface of the transverse slat two of lower template in, then arranges cope plate, cope plate
Transverse slat one is aligned buried rubber watertight strip in clamping with transverse slat two, is connect transverse slat one with transverse slat two using connecting pin;
C, exterior sheathing is arranged, the end of the arc panel one of exterior sheathing and the end of riser two join, and use connecting pin by end
Connecting plate be attached;
D, arrange inner template, the clamping of side plate one of the side plate two of inner template and exterior sheathing be vertically arranged in buried steel side rubber water-proof
Side plate one is connect by band using connecting pin with side plate two, and the end of the arc panel two of inner template and the end of riser one join, and
The connecting plate of end is attached using connecting pin;
E, riser one, riser two, riser three, riser four, arc panel one, arc panel two backboard face be all provided with extruded sheet, wear
Wall screw rod passes through above-mentioned each plate and extruded sheet and the framework of steel reinforcement of piping lane connects.
The step E further includes following content: the upper side edge of following and riser one of the trapezoidal sections of intermediate plate is corresponding to be pasted
It leans on, the backboard face of intermediate plate is similarly provided with extruded sheet, using screw rod through walls by the side form of intermediate plate and piping lane interlude
It is correspondingly connected with framework of steel reinforcement.
Further include step F, using concrete the framework of steel reinforcement in the side form and bed die of piping lane poured, pours completion
Concrete is freezing together with the extruded sheet after waterstop fixing mould afterwards, while being in the external labeling type sealing of piping lane bottom plate end face
Band, in buried rubber watertight strip and buried rubber watertight strip is all embedded in solidification in piping lane lateral end panel
In concrete, connecting pin on subsequent dismantling connection plate cuts off screw rod through walls, by cope plate, lower template, exterior sheathing, inner template,
Intermediate plate disassembly carries out cleaning and gives over to next use.
In above-mentioned technical proposal, during building piping lane, the mould of piping lane bottom edge, side and interlude can be put up first
For pouring use, what the application was directed to is then the end mould part of piping lane, is made improvements, its both conduct is made for plate and framework of steel reinforcement
Piping lane end mold is capable of fixing waterstop again, and transverse slat one, transverse slat two are used to clamp buried steel side rubber in the horizontal on piping lane bottom edge
Glue waterstop, side plate one, side plate two are used to clamp buried rubber watertight strip in being vertically arranged of piping lane side, by above-mentioned each plate
Assembly is connected and fixed each waterstop, then passes through screw rod through walls for the side of riser one, riser two, riser three, riser four and piping lane
Mould, bed die and framework of steel reinforcement connection, are poured thoroughly by waterstop and concrete coagulation, remove above-mentioned each plate again finally with weight
Multiple to utilize, while guaranteeing pouring structure stability, installing and dismounting also facilitates.
Detailed description of the invention
Fig. 1 is the fixed waterstop schematic diagram of the present invention;
Fig. 2 is inventive die stereoscopic schematic diagram;
Fig. 3 is cope plate stereoscopic schematic diagram;
Fig. 4 is lower template stereoscopic schematic diagram;
Fig. 5 is that exterior sheathing and inner template cooperate stereoscopic schematic diagram.
Specific embodiment
In conjunction with attached drawing, 1 ~ 5 couple of present invention is made further instructions:
A kind of waterstop fixing mould further includes including the cope plate 1 for clamping piping lane bottom edge end face waterstop, lower template 2
For clamping exterior sheathing 3, the inner template 4 of piping lane lateral end panel waterstop;The cope plate 1 includes transverse slat 1, described
A side on the length direction of transverse slat 1 has extended vertically riser 1 upwards, and the lower template 2 includes and transverse slat one
11 corresponding transverse slats 2 21, a side on the length direction of the transverse slat 2 21 are extended with riser 2 22, institute downward vertically
Riser 1, the riser 2 22 stated are arranged along piping lane bottom edge end face;The exterior sheathing 3 includes side plate 1, the side plate
Riser 3 32 is vertically arranged in a side on one 31 length direction outward, and the inner template 4 includes and one 31 pairs of side plate
The side plate 2 41 answered, riser 4 42 is inwardly vertically arranged in a side on the length direction of the side plate 2 41, described
Riser 3 32, riser 4 42 are arranged along piping lane lateral end panel.
Using cope plate 1, lower template 2, exterior sheathing 3, inner template 4 it is combined and spliced as piping lane end mould while also as stopping
The fixing mould of water band, wherein riser 1, riser 2 22 postpone piping lane bottom edge end face length direction up and down arrange, riser three
32, riser 4 42 postpone piping lane lateral end panel short transverse it is outer in arrangement, the lower side of riser 2 22 compresses external labeling type sealing
With Y, buried rubber watertight strip X in the horizontal of transverse slat 1, transverse slat 2 21 for clamping piping lane bottom edge, side plate 1,
Side plate 2 41 is used to clamp buried rubber watertight strip X in being vertically arranged of piping lane side, and above-mentioned each plate assembly is connected and fixed
Then each waterstop passes through screw rod through walls for the side form of riser 1, riser 2 22, riser 3 32, riser 4 42 and piping lane, bottom
Mould and framework of steel reinforcement connection, are poured thoroughly by waterstop and concrete coagulation, remove above-mentioned each plate again finally to repeat benefit
With while guaranteeing pouring structure stability, installing and dismounting also facilitates;Above-mentioned each plate is all made of 3mm galvanized steel plain sheet, in addition riser
One 12 width is set as twice of the width of riser 2 22, it is ensured that piping lane bottom edge waterstop is at 1/3 position of bottom edge end face, is erected
The width of plate 3 32 is set as the equivalent width with riser 4 42, it is ensured that and piping lane side waterstop is at 1/2 position of lateral end panel,
And the length of riser 3 32, riser 4 42 is only merely a part of practical piping lane side edge length, because actually pouring pipe
It is first to pour bottom edge re-segmenting from bottom to top to pour side when corridor;It should be noted that be horizontal, be vertically arranged in buried steel side rubber
Glue waterstop X be all it is integrated, only in use then its bending is fixed using above-mentioned mold again, equally
External labeling type waterstop Y be also integrated.
The lower end of the riser 3 32, riser 4 42 has each extended over arc panel 1, arc panel 2 43, arc inwardly
Shape plate 1, the end of arc panel 2 43 are concordant with riser 1, the end handover of riser 2 22, and arc panel 1, arc
Connecting plate 5 is all vertically arranged in the end of plate 2 43 and the end of riser 1, riser 2 22.Equipped with arc panel 1, arc
Plate 2 43 is because being that there are chamferings, and are convenient for by the way that connecting plate 5 is arranged between piping lane bottom edge and side in actual use
Exterior sheathing 3 is connect with lower template 2, inner template 4 is connect with cope plate 1.
Between the transverse slat 1 and riser 1, between transverse slat 2 21 and riser 2 22, side plate 1 and riser three
Between 32, between side plate 2 41 and riser 4 42, riser 1, riser 2 22 respectively between connecting plate 5, arc panel 1,
Arc panel 2 43 is all vertically connected with L-square 6 between connecting plate 5 respectively.L-square 6 is arranged vertically with the plate joined two-by-two,
For enhancing structure stability.
The lower section disposed inboard of the riser 4 42 has gusset 44, the gusset 44 and piping lane bottom plate and piping lane side
Between chamfering end face coincide.Gusset 44 and arc panel 2 43 join, and are equipped with ramp down with piping lane bottom edge inside on the inside of piping lane side
The a part of gusset 44 as end mould is arranged, convenient for molding in angle.
The top of the riser 1 is disposed with the intermediate plate 7 coincideing with piping lane interlude, and the intermediate plate 7 includes
The top of trapezoidal sections 71, trapezoidal sections 71 is connect with rectangular section 72.Piping lane is double cabins piping lane in process of construction, then among piping lane
Position is provided with interlude, and corresponding intermediate plate 7 is used to form piping lane interlude as a part of end mould.
A kind of application method of waterstop fixing mould, includes the following steps:
A, plane where external labeling type waterstop Y being flat on piping lane bottom edge first, then arrange lower template 2, the riser two of lower template 2
22 lower side tightly pushes down external labeling type waterstop Y;
B, buried rubber watertight strip X is flat on the surface of the transverse slat 2 21 of lower template 2 in, then arranges cope plate 1, upper mold
The transverse slat 1 of plate 1 is aligned buried rubber watertight strip X in clamping with transverse slat 2 21, using connecting pin by transverse slat 1 and horizontal
Plate 2 21 connects;
C, exterior sheathing 3 is arranged, the end of the arc panel 1 of exterior sheathing 3 and the end of riser 2 22 join, and use connecting pin
The connecting plate 5 of end is attached;
D, arrange inner template 4, the clamping of side plate 1 of the side plate 2 41 of inner template 4 and exterior sheathing 3 be vertically arranged in buried steel side rubber
Side plate 1 is connect, the end of the arc panel 2 43 of inner template 4 and riser by glue waterstop X using connecting pin with side plate 2 41
One 12 end handover, and be attached the connecting plate 5 of end using connecting pin;
E, riser 1, riser 2 22, riser 3 32, riser 4 42, arc panel 1, arc panel 2 43 backboard face be all arranged
There is extruded sheet, screw rod through walls passes through above-mentioned each plate and extruded sheet and the framework of steel reinforcement of piping lane connects.It is first during building piping lane
For the side form and framework of steel reinforcement that piping lane bottom edge, side and interlude can first be put up for pouring use, what the application was directed to is then pipe
The end mould part of corridor, makes improvements, so that it had not only been used as piping lane end mold but also be capable of fixing waterstop.
The step E further includes following content: the upper side edge pair of the following and riser 1 of the trapezoidal sections 71 of intermediate plate 7
It should recline, the backboard face of intermediate plate 7 is similarly provided with extruded sheet, using screw rod through walls by intermediate plate 7 and piping lane interlude
Side form be correspondingly connected with framework of steel reinforcement.Piping lane is double cabins piping lane in process of construction, then during piping lane middle position is provided with
Between section, corresponding intermediate plate 7 as end mould a part for forming piping lane interlude.
Further include step F, using concrete the framework of steel reinforcement in the side form and bed die of piping lane poured, pours completion
Concrete is freezing together with the extruded sheet after waterstop fixing mould afterwards, while being in the external labeling type sealing of piping lane bottom plate end face
With Y, in buried rubber watertight strip X and in piping lane lateral end panel buried rubber watertight strip X be all embedded in it is solidifying
Solid concrete in, the connecting pin on subsequent dismantling connection plate 5 cuts off screw rod through walls, by cope plate 1, lower template 2, exterior sheathing
3, inner template 4, intermediate plate 7 are dismantled, and are carried out cleaning and are given over to next use.Screw rod through walls mentioned above uses three-stage spiral shell through walls
Bar disassembles cope plate 1, lower template 2, external mold convenient for removing each template after piping lane pouring molding, fixing waterstop
After plate 3, inner template 4, intermediate plate 7, utilization may be repeated.
Claims (8)
1. a kind of waterstop fixing mould, it is characterised in that: including the cope plate for clamping piping lane bottom edge end face waterstop
(1), lower template (2) further include for clamping the exterior sheathing of piping lane lateral end panel waterstop (3), inner template (4);
The cope plate (1) includes transverse slat one (11), and a side on the length direction of the transverse slat one (11) is hung down upwards
It directly is extended with riser one (12), the lower template (2) includes transverse slat two (21) corresponding with transverse slat one (11), the transverse slat
A side on the length direction of two (21) is extended with riser two (22), the riser one (12), riser two downward vertically
(22) it is arranged along piping lane bottom edge end face;
The exterior sheathing (3) includes side plate one (31), and a side on the length direction of the side plate one (31) is hung down outward
It directly is disposed with riser three (32), the inner template (4) includes side plate two (41) corresponding with side plate one (31), the side plate
Riser four (42), the riser three (32), riser four is inwardly vertically arranged in a side on the length direction of two (41)
(42) it is arranged along piping lane lateral end panel.
2. according to waterstop fixing mould described in claim 1, it is characterised in that: the riser three (32), riser four
(42) lower end has each extended over arc panel one (33), arc panel two (43), arc panel one (33), arc panel two (43) inwardly
End it is concordant with riser one (12), the end handover of riser two (22) respectively, and arc panel one (33), arc panel two (43)
Connecting plate (5) are all vertically arranged in end and the end of riser one (12), riser two (22).
3. according to waterstop fixing mould described in claim 2, it is characterised in that: the transverse slat one (11) and riser one
(12) between, between transverse slat two (21) and riser two (22), between side plate one (31) and riser three (32), side plate two (41) and perpendicular
Between plate four (42), riser one (12), riser two (22) be respectively between connecting plate (5), arc panel one (33), arc panel two
(43) L-square (6) are all vertically connected between connecting plate (5) respectively.
4. according to waterstop fixing mould described in claim 3, it is characterised in that: on the inside of the lower section of the riser four (42)
It is disposed with gusset (44), the chamfering end face between the gusset (44) and piping lane bottom plate and piping lane side coincide.
5. according to waterstop fixing mould described in claim 3, it is characterised in that: the top of the riser one (12) is arranged
There is the intermediate plate (7) coincideing with piping lane interlude, the intermediate plate (7) includes trapezoidal sections (71), the top of trapezoidal sections (71)
It is connect with rectangular section (72).
6. a kind of application method of the waterstop fixing mould according to 1 ~ 5 any one of claim, includes the following steps:
A, plane where external labeling type waterstop (Y) being flat on piping lane bottom edge first, then arrange lower template (2), lower template (2)
The lower side of riser two (22) tightly pushes down external labeling type waterstop (Y);
B, buried rubber watertight strip (X) is flat on the surface of the transverse slat two (21) of lower template (2) in, then arranges cope plate
(1), the transverse slat one (11) of cope plate (1) is aligned buried rubber watertight strip (X) in clamping with transverse slat two (21), using connection
Transverse slat one (11) is connect by pin with transverse slat two (21);
C, exterior sheathing (3) are arranged, the end of the arc panel one (33) of exterior sheathing (3) and the end of riser two (22) join, and adopt
The connecting plate (5) of end is attached with connecting pin;
D, during arrangement inner template (4), the side plate two (41) of inner template (4) and side plate one (31) clamping of exterior sheathing (3) are vertically arranged
Side plate one (31) is connect, the arc of inner template (4) by buried rubber watertight strip (X) using connecting pin with side plate two (41)
The end of plate two (43) and the end of riser one (12) join, and are attached the connecting plate (5) of end using connecting pin;
E, riser one (12), riser two (22), riser three (32), riser four (42), arc panel one (33), arc panel two (43)
Backboard face is all provided with extruded sheet, and screw rod through walls passes through above-mentioned each plate and extruded sheet and the framework of steel reinforcement of piping lane connects.
7. according to the application method of waterstop fixing mould described in claim 6, it is characterised in that: the step E is also wrapped
Include following content: the upper side edge of following and riser one (12) of trapezoidal sections (71) of intermediate plate (7) is corresponding to recline, similarly in
Between the backboard face of plate (7) be provided with extruded sheet, using screw rod through walls by the side form and reinforcing bar of intermediate plate (7) and piping lane interlude
Frame is correspondingly connected with.
8. according to the application method of waterstop fixing mould described in claim 7, it is characterised in that: further include step F, use
Concrete pours the framework of steel reinforcement in the side form and bed die of piping lane, concrete and waterstop fixing mould after the completion of pouring
Extruded sheet afterwards is freezing together, at the same in piping lane bottom plate end face external labeling type waterstop (Y), in buried steel side rubber water-proof
In band (X) and the concrete that buried rubber watertight strip (X) is all embedded in solidification in piping lane lateral end panel, then tear open
Unload the connecting pin on connecting plate (5), cut off screw rod through walls, by cope plate (1), lower template (2), exterior sheathing (3), inner template (4),
Intermediate plate (7) disassembly carries out cleaning and gives over to next use.
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CN201811162493.3A CN108978715A (en) | 2018-09-30 | 2018-09-30 | Waterstop fixing mould and its application method |
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Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104099942A (en) * | 2013-04-09 | 2014-10-15 | 上海市政工程设计研究总院(集团)有限公司 | Construction method of underground reinforced concrete box culvert structure temporary closure wall |
CN107386325A (en) * | 2017-09-15 | 2017-11-24 | 中国十九冶集团有限公司 | The construction method of piping lane waterstop |
CN107503382A (en) * | 2017-09-04 | 2017-12-22 | 北京住总集团有限责任公司 | End head formwork fixes rubber water-proof band structure and its construction method |
CN206916774U (en) * | 2017-03-13 | 2018-01-23 | 中国建筑第二工程局有限公司 | The tool bracing system of spigot-and-socket piping lane bellmouth deformation slit formwork |
CN207277389U (en) * | 2017-09-04 | 2018-04-27 | 中国建筑第八工程局有限公司 | A kind of end template structure of deformation joint |
CN207846468U (en) * | 2017-12-20 | 2018-09-11 | 汝州郑铁三佳水泥制品有限公司 | A kind of Urban Underground pipe gallery punching block |
CN208949921U (en) * | 2018-09-30 | 2019-06-07 | 中铁四局集团市政工程有限公司 | Waterstop fixing mould |
-
2018
- 2018-09-30 CN CN201811162493.3A patent/CN108978715A/en active Pending
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104099942A (en) * | 2013-04-09 | 2014-10-15 | 上海市政工程设计研究总院(集团)有限公司 | Construction method of underground reinforced concrete box culvert structure temporary closure wall |
CN206916774U (en) * | 2017-03-13 | 2018-01-23 | 中国建筑第二工程局有限公司 | The tool bracing system of spigot-and-socket piping lane bellmouth deformation slit formwork |
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CN207277389U (en) * | 2017-09-04 | 2018-04-27 | 中国建筑第八工程局有限公司 | A kind of end template structure of deformation joint |
CN107386325A (en) * | 2017-09-15 | 2017-11-24 | 中国十九冶集团有限公司 | The construction method of piping lane waterstop |
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