CN106592532A - Construction method for concrete work deformation joint water stop cavity die with reinforced fibers - Google Patents
Construction method for concrete work deformation joint water stop cavity die with reinforced fibers Download PDFInfo
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- CN106592532A CN106592532A CN201611155657.0A CN201611155657A CN106592532A CN 106592532 A CN106592532 A CN 106592532A CN 201611155657 A CN201611155657 A CN 201611155657A CN 106592532 A CN106592532 A CN 106592532A
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- water pocket
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- concrete
- stage concrete
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 195
- 239000004567 concrete Substances 0.000 title claims abstract description 106
- 238000010276 construction Methods 0.000 title claims abstract description 14
- 239000000835 fiber Substances 0.000 title abstract 2
- 239000010426 asphalt Substances 0.000 claims abstract description 11
- 238000007789 sealing Methods 0.000 claims description 44
- 239000012783 reinforcing fiber Substances 0.000 claims description 20
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 claims description 16
- 229910052802 copper Inorganic materials 0.000 claims description 16
- 239000010949 copper Substances 0.000 claims description 16
- 239000002775 capsule Substances 0.000 claims description 7
- 239000007788 liquid Substances 0.000 claims description 6
- 210000000988 bone and bone Anatomy 0.000 claims description 4
- 230000010410 reperfusion Effects 0.000 claims description 4
- 206010011732 Cyst Diseases 0.000 claims description 3
- 208000031513 cyst Diseases 0.000 claims description 3
- 238000004064 recycling Methods 0.000 claims description 3
- 238000003860 storage Methods 0.000 claims description 3
- 239000000725 suspension Substances 0.000 claims description 3
- 239000011280 coal tar Substances 0.000 claims description 2
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- 238000010586 diagram Methods 0.000 description 11
- 238000000034 method Methods 0.000 description 11
- 239000011295 pitch Substances 0.000 description 11
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 230000015271 coagulation Effects 0.000 description 4
- 238000005345 coagulation Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/16—Sealings or joints
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G15/00—Forms or shutterings for making openings, cavities, slits, or channels
- E04G15/04—Cores for anchor holes or the like around anchors embedded in the concrete
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
- E21D11/385—Sealing means positioned between adjacent lining members
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Architecture (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Paleontology (AREA)
- Mechanical Engineering (AREA)
- Geology (AREA)
- Geochemistry & Mineralogy (AREA)
- Hydrology & Water Resources (AREA)
- Ocean & Marine Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Revetment (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The invention relates to a construction method for a concrete work deformation joint water stop cavity die with reinforced fibers. The cavity die comprises a framework and a water bag. The water bag is connected with the framework and is arranged on the outer side of the framework. When the cavity die is applied, the framework is connected with a water stop piece embedded at the position of the section of first-stage concrete. The water bag is filled with water. Second-stage concrete is poured, and after the second-stage concrete initially sets, the water in the water bag is released out. After the framework and the water bag are removed, a semicircular cavity allowing molten asphalt to be injected therein is formed in the section of the second-stage concrete, and the water stop function can be achieved after the molten asphalt is injected in the cavity. According to the construction method, the problem of deformation joint water seepage, caused by differential settlement or dislocation of a stratum, of the water conservancy project can be solved, and the die cavity can be repeatedly used.
Description
Technical field
The present invention relates to a kind of underground/submerged structure water-tight device, more particularly to a kind of concrete with reinforcing fiber
Engineering project deformation stitches the construction method of sealing swaging die.
Background technology
In existing xoncrete structure, such as underground such as checkdam, cistern, subway, culvert, sluice, tunnel, under water
In engineering, due to being unable to continuous placing or the deformation due to settlement of foundation (earthquake), or the coagulation caused due to the change of temperature
The reason such as expand with heat and contract with cold of native component, deliberately leave often movement joint pouring, and these gaps will take anti-seep measure, prevent
External water or underground water are leaked in structure space, and present usual way is set between fist stage concrete and second stage concrete
Concrete pit is put, maltha and copper sheet or rubber water-proof piece are set in groove, however, this method needs advance concrete soil box, be
Enable concrete pit to combine closely with second stage concrete, need to carry out dabbing process to 3 faces of concrete pit periphery, thus can
Extend the duration and increase artificial, simultaneously because concrete pit is general to only have 50-100cm per segment length (height), deformation gap will
Connected and composed by multiple concrete pits, therefore a plurality of transverse slot, and the irregular deformation of multiple concrete pits, meeting can be produced
The race for causing postorder perfusion maltha emits phenomenon, and is difficult to clean up；And adopt number of patent application 2014100489253 with channel-section steel
Replace the technology of concrete pit, although can save expense and reduction of erection time than former construction method, but because channel-section steel will be retained
In dam body, it is not possible to reuse, therefore still causing to waste, therefore be badly in need of one kind can form in second stage concrete section
The equipment in the prefabricated chamber of asphalt reperfusion.
The content of the invention
In order to solve the above problems, the present invention provides a kind of concrete works movement joint sealing die cavity with reinforcing fiber
The construction method of mould, the swaging die of the present invention can second stage concrete section it is preset go out a semicircle die cavity, pour into pitch
, and swaging die can repeatedly use using rear taking-up, can be met using the vertical water sealing structure of this swaging die
Various ground condition/stratum differential settlement or the changing of the relative positions, telescopic displacement etc., can be with material-saving expense and reduction of erection time.
For achieving the above object, the present invention provides following technical scheme：
A kind of concrete works movement joint sealing swaging die with reinforcing fiber, it is characterised in that it includes skeleton and water
Capsule, the water pocket be connected with skeleton and be arranged on skeleton outside, when using the swaging die, the skeleton be embedded in a phase
Sealing piece connection at concrete cross section, in the water pocket water is filled, and pours second stage concrete, and in second stage concrete initial set
Afterwards, the water in the water pocket is discharged, and after the skeleton and water pocket are removed, is formed in second stage concrete and is available for injection molten
Melt the semicircle die cavity of pitch.
More preferred, described sealing piece is rectangle copper sheet, and its pre- side being embedded in fist stage concrete longitudinally sets
Have 90 ° of knuckles, opposite side from the protruding preseting length in middle part of fist stage concrete section, for example, by the rectangle copper sheet
Half is embedded in advance in fist stage concrete, and second half stretches out from fist stage concrete section.
More preferred, the skeleton middle part is provided with groove, and the both sides of the skeleton longitudinally spaced are provided with fixation
Hole, and the upper and lower end of the skeleton is respectively equipped with lifting hole(eyelet) and base, while two sides of the skeleton arrange 45 ° of chamferings.
Further, the radius of described base is less than or equal to the depth of groove.
More preferred, the water pocket has arc section structure, and its upper end is provided with water inlet, and water inlet be provided with can be with
The lid for screwing, lower end is provided with apopore, and apopore is provided with the stay bolt with its matching thread, and apopore bottom is provided with sealing
Bottom.
Further, the upper surface of the water pocket is plane, and the middle part of the plane is provided with water pocket groove along longitudinal direction, and in
The water pocket groove both sides are longitudinally spaced to be provided with fixing point, and the water pocket groove is closely matched somebody with somebody with the skeleton groove on the skeleton
Fixing point in conjunction, water pocket is fitted close with the fixing hole on the skeleton.
The thickness of the further water pocket two side is 2 times of anterior wall thickness.
The further water pocket is adopted in rubber bag with water, and the cyst wall of the water pocket and is also mingled with reinforcing fiber silk, water
Capsule circular arc external surface is provided with lug boss.Wherein, described skeleton middle part is provided with groove, to house preset sealing piece, skeleton
Both sides are longitudinally spaced to be provided with fixing hole, is deformed with fixing after water pocket prevention is pressurizeed, and the upper end of skeleton is provided with lifting hole(eyelet), conveniently stripped
And taking-up, the lower end of skeleton is provided with base, it is ensured that water pocket is hung out together die cavity；Two sides of skeleton arrange 45 ° of chamferings,
It is conveniently stripped.
Wherein, the radius of described base is equal to 2/3 or so of the depth of groove or base radius, can undertake big
Part water pocket bottom surface, it is ensured that disposably hang out on skeleton and water pocket.
Wherein, described water pocket is semi-cylindrical or more than half elliptical cylinder-shape, and its upper end is provided with water inlet, and lower end is provided with sealing
Bottom, be provided with apopore in bottom side, a stay bolt is tightened with apopore or unscrewed, and is blocked water or discharged water mesh with reaching sealing
, the middle part of plane to lower plane is longitudinally provided with water pocket groove, size and the skeleton groove close-fitting of water pocket groove, water pocket on water pocket
The both sides of plane be longitudinally spaced-apart and be provided with fixing point；Described water pocket two side is 2 times of anterior wall thickness, and both sides
Gradually forward wall circular arc is thinning for wall, and water pocket groove and fixing point are correspondingly arranged with the groove and fixing hole of skeleton, and dimensional fits are good
It is good, can closely be assembled integrally.
The demoulding and some strength is reached for convenience, described water pocket selects rubber bag with water, and also presss from both sides in water pocket pars intramuralis
Reinforcing fiber silk that is miscellaneous to have reinforcing fiber silk, particularly intersecting in length and breadth.
In order that pitch is adhesive more preferable in concrete die cavity, projection can be distributed with water pocket circular arc external surface
Portion, lug boss can be round point shape, or the glazing bar in vertical or horizontal protrusion surface, can form concave point after the demoulding in die cavity
Or groove, to increase the cohesive force of pitch.
The invention also discloses a kind of manufacture method of the concrete works movement joint sealing swaging die with reinforcing fiber,
Described swaging die includes skeleton and water pocket, it is characterised in that including following technique and step：
1) carcasing：Skeleton is rectangular steel plates, and thickness 2-4mm, length is more than movement joint height 20-40cm, at middle part
Fold or weld groove, depth of groove is 15-30cm, recess width 5-10cm, skeleton 30-50cm containing recess width, in skeleton
Both sides be longitudinally spaced-apart setting fixing hole, lifting hole(eyelet) is set on the upper recess of skeleton, in lower end of skeleton or so
Both sides are respectively welded the base of sector, and the radius of described base is equal to the depth of the groove, and two sides of skeleton arrange 45 °
Chamfering；
2) water pocket makes：Water pocket is rubber casting, and water pocket is semi-cylindrical, and it is recessed that the middle part of its plane is longitudinally provided with water pocket
Groove, the size of water pocket groove is matched with skeleton groove, and the thickness of its groove walls and two side is more than the thickness of antetheca circular arc；It is described
Its upper end of water pocket be provided with water inlet, and water inlet is provided with the lid that can be screwed, and lower end side is provided with apopore, and apopore
The stay bolt with its matching thread is provided with, apopore bottom sets Packed bottom, and the both sides of the fore-and-aft plane of water pocket are provided with several
Fixing point, the position of each fixing point, size with corresponding skeleton fixing hole and match；Water pocket wall of the water pocket containing upper and lower termination
Inside accompanies reinforcing fiber silk, and its circular arc external surface is provided with projection；
3) assembling of swaging die：Water pocket groove is directed at into skeleton groove, water pocket bottom is arranged on skeleton base, the water
Skeleton groove on capsule groove and the skeleton is fitted close, the fixing point on water pocket is closely matched somebody with somebody with the fixing hole on the skeleton
Close, be assembled integrally and complete swaging die.
The invention also discloses a kind of construction method of the concrete works movement joint sealing swaging die with reinforcing fiber,
Including following technique and step：
1) fist stage concrete is poured：One side that sealing copper sheet has knuckle is preset in into the section part of deformed concrete crack,
Copper sheet is longitudinally disposed at the centre of concrete cross section width, the pre-buried half of its width, protrudes half, and fixed form and sealing are purple
Copper sheet after-pouring fist stage concrete；
2) setting of swaging die：Fist stage concrete solidifies a couple of days, and swaging die, the bone of swaging die are arranged at concrete cross section
Frame groove is stuck on the sealing copper sheet of fist stage concrete section protrusion, and on the concrete cross section of skeleton both sides coal tar is arranged
Felt；Pipe is set outside the apopore of water pocket side, and stay bolt one end is spirally connected by pipe with apopore；
3) water pocket water filling：Water or other liquid are added in the water pocket of the swaging die for setting from the water inlet on water pocket top
Body, water pocket tightens lid after filling it up with；
4) second stage concrete is poured：After setting swaging die and template, second stage concrete according to profile height placement layer by layer,
Each every layer of 50cm or so, waits lower floor's initial set to have after certain degree of hardness and pours last layer again, until it reaches the height of needs；
5) die cavity is formed:After second stage concrete initial set, the stay bolt of water pocket lower section side is screwed out, release water CF
Body, in the lifting hole(eyelet) of skeleton suspension hook is arranged, and hangs out swaging die, and in second stage concrete section part semicircle die cavity is formed；
6) asphalt reperfusion：The pipe of lower end is blocked, molten asphalt is filled in semicircle die cavity, cooled down；
When multiple movement joints are arranged, repeat the above steps 1-6, pitch does and once irrigate or irrigate for several times；
The swaging die for hanging out is cleared up in time, maintained, storage, with profit recycling.
Beneficial effects of the present invention
1. using the swaging die preset mode of the present invention so that one, second stage concrete pour conveniently, section is neat, can be with
A semicircle die cavity is precast in second stage concrete section；
2. water is filled in the water pocket of this swaging die, the heat that concrete setting sends can be reduced；
3. swaging die hangs out second stage concrete using after and can reuse, and the reduction that can economize on resources is wasted；
4. the permanent seam in the undergrounds such as checkdam, cistern, subway, culvert, sluice, tunnel, Underwater Engineering can be solved
Leakage problems；
5. compare with conventional construction method, because it is not required to concrete soil box, it is possible to reduce needed for concrete soil box
Manually, the expense such as machinery, template；
6. again metal material consumption is saved because being not required to reserved channel-section steel internally；
7. constructed working procedure in the past on critical circuits using this method, be changed into non-key circuit operation, saved
Duration, generate very big economic benefit and social benefit.
8. the technology of the present invention can solve the coagulation that various ground condition/stratum differential settlement or the change due to temperature cause
The deformation joint seepage problem that the reason such as expand with heat and contract with cold of native component causes；Can also prevent because of breaking that the natural calamities such as earthquake cause
Leakage problems caused by the face interface changing of the relative positions, deformation.
Description of the drawings
Fig. 1 is the overlooking the structure diagram of the skeleton of the swaging die of the present invention, wherein visible groove and base plate；
Fig. 2 is the dimensional structure diagram of the fluted convex surface of band of Fig. 1, it is seen that base plate radius is identical with groove height；
Fig. 3 is the dimensional structure diagram of the groove plane of Fig. 1, it is seen that the both sides of skeleton are longitudinally spaced-apart setting
There is fixing hole；
Fig. 4 is the water pocket projecting surface dimensional structure diagram of the swaging die of the present invention, it is seen that water pocket is cylindrical to be provided with projection, on
End is provided with water inlet, and lower end side is provided with apopore；
Fig. 5 is the water pocket semicolumn flat and stereo structural representation of the swaging die of the present invention, it is seen that water pocket groove and both sides
Fixing point；
Fig. 6 is projecting surface dimensional structure diagram after the swaging die of the present invention is assembled, wherein the high water outlet in visible skeleton top
Capsule top certain distance, is typically higher by 20-40cm, to facilitate lifting；
Fig. 7 is another side flat and stereo structural representation after the swaging die of the present invention is assembled, wherein visible water pocket plane
The fixing hole of fixing point and skeleton plane coordinates, the groove in the middle part of water pocket and the groove fit in the middle part of skeleton；
Fig. 8 is the swaging die overlooking the structure diagram of the present invention, wherein the fixing point of visible water pocket plane protrudes from skeleton
Fixing hole, to ensure not falling out to cause deformation；
Fig. 9 is mplifying structure schematic diagram at Fig. 8 A, it is seen that skeleton side is provided with 45 ° of chamferings；
Figure 10 is the swaging die cross-sectional structure schematic diagram of the present invention, it is seen that circle before the wall ratio of water pocket groove and both sides
It is thick at arc, and gradually forwardly circular arc is thinning for both sides, side is provided with apopore；
Figure 11 is that the swaging die of the present invention is arranged on the dimensional structure diagram of fist stage concrete section part, wherein protrude
Sealing piece is arranged in the groove of skeleton, and skeleton is higher than the sealing piece certain altitude of concrete cross section, and water pocket is equal to or slightly higher than
Concrete cross section, water pocket bottom side apopore is provided with pipe stay bolt and is coordinated with apopore by pipe；
Figure 12 is water pocket apopore enlarged schematic partial view, it is seen that stay bolt is screwed out from pipe, is now the state of discharging water,
Stay bolt is tightened as closed state by pipe and apopore；
Figure 13 is the overlooking the structure diagram that the swaging die of the present invention is arranged on a phase and second stage concrete section part, wherein
The sealing piece of protrusion is arranged in the groove of skeleton；
Figure 14 is the die cavity moulding/demoulding of the present invention and after hanging out, in the prefabricated semicircle die cavity of second stage concrete section part
The overlooking the structure diagram after pitch is filled, wherein sealing piece half is located in fist stage concrete, and the half of protrusion is located at die cavity
In interior pitch.
Sequence number in figure：1. skeleton, 2. groove, 3. base, 4. fixing hole, 5. lifting hole(eyelet), 6. water pocket groove, 7. antetheca, 8. enters
The mouth of a river, 9. lug boss, 10. apopore, 11. fixing points, 12. side walls, 13. fist stage concretes, 14. pipes, 15. stay bolts, 16.
Sealing piece, 17. bituminous felts, 18. second stage concretes, 19. pitches.
Specific embodiment
With reference to the accompanying drawings and examples the present invention will be further described.
Embodiment 1, refer to the attached drawing：A kind of concrete works movement joint sealing swaging die with reinforcing fiber, including bone
Frame 1 and water pocket, the water pocket be connected with skeleton 1 and be arranged on skeleton outside, when using the swaging die, the skeleton 1 with
The sealing piece 16 for being embedded in the section part of fist stage concrete 13 connects, and in the water pocket water is filled, and pours second stage concrete 18, and
After the initial set of second stage concrete 18, the water in the water pocket is discharged, and after the skeleton 1 and water pocket are removed, in the second stage of coagulation
The semicircle die cavity for being available for injecting molten asphalt 19 is formed in native 18 sections.
More preferred, described sealing piece 16 is rectangle copper sheet, and the half of sealing piece 16 is embedded in advance into fist stage concrete
In 13, second half stretches out from the section of fist stage concrete 13, and its pre- side being embedded in fist stage concrete 13 is longitudinally provided with 90 ° of foldings
Angle；
More preferred, the middle part of the skeleton 1 is provided with groove 2, and longitudinally spaced being provided with both sides of the skeleton 1 is consolidated
Determine hole 4, and the upper and lower end of the skeleton 1 is respectively equipped with lifting hole(eyelet) 5 and base 3, while two sides of the skeleton 1 arrange 45 ° falling
Angle.
Further, the radius of described base 3 is less than or equal to the depth of the groove 2.
More preferred, the water pocket has arc section structure, and its upper end is provided with water inlet 8, and water inlet 8 be provided with can
With the lid for screwing, lower end is provided with apopore 10, and apopore 10 is provided with the stay bolt 15 with its matching thread, under apopore 10
Portion sets Packed bottom.
Further, the upper surface of the water pocket is plane, and the middle part of the plane is provided with water pocket groove 6 along longitudinal direction, and
Fixing point 11 is provided with the both sides of water pocket groove 6 are longitudinally spaced, the water pocket groove 6 is recessed with the skeleton on the skeleton 1
Groove 2 is fitted close, the fixing point 11 on water pocket is fitted close with the fixing hole 4 on the skeleton 1.
The thickness of the further water pocket two side 12 is 2 times of the thickness of antetheca 7.
The further water pocket is adopted in rubber bag with water, and the cyst wall of the water pocket and is also mingled with reinforcing fiber silk, water
Capsule circular arc external surface is provided with lug boss 9.Wherein, the described middle part of skeleton 1 is provided with groove 2, to house preset sealing piece 16, bone
The both sides of frame 1 are longitudinally spaced to be provided with fixing hole 4, prevents to deform after liquid feeding to fix water pocket, and the upper end of skeleton 1 is provided with lifting hole(eyelet) 5,
Conveniently stripped and taking-up, the lower end of skeleton 1 is provided with base 3, it is ensured that water pocket is hung out together die cavity；Two sides of skeleton 1
45 ° of chamferings are set, it is conveniently stripped.
Wherein, the radius of fan-shaped base 3 is equal to 2/3 or so, Ke Yicheng of the depth of the groove 2 or the radius of base 3
The most of water pocket bottom surface of load, it is ensured that disposably hang out on skeleton 1 and water pocket.
Wherein, described water pocket is semi-cylindrical or more than half elliptical cylinder-shape, and its upper end is provided with water inlet 8, and lower end is provided with close
The bottom of envelope, in bottom side apopore 10 is provided with, and a stay bolt 15 is tightened or unscrewed, blocked water with reaching sealing with apopore 10
Or the purpose that discharges water, the middle part of plane to lower plane is longitudinally provided with water pocket groove 6 on water pocket, and the size of water pocket groove 6 is recessed with skeleton
The close-fitting of groove 2, the both sides of the plane of water pocket are longitudinally spaced-apart and are provided with fixing point 11；Described water pocket two side 12 is antetheca
The groove 2 of 2 times of 7 thickness, the and gradually circular arc of forward wall 7 is thinning for two side 12, water pocket groove 6 and fixing point 11 and skeleton 1 and
Fixing hole 4 is correspondingly arranged, and dimensional fits are good, can closely be assembled integrally.
The demoulding and some strength is reached for convenience, described water pocket selects rubber bag with water, and also presss from both sides in water pocket pars intramuralis
Reinforcing fiber silk that is miscellaneous to have reinforcing fiber silk, particularly intersecting in length and breadth.
In order that pitch 19 is adhesive more preferable in concrete die cavity, projection can be distributed with water pocket circular arc external surface
Portion 9, lug boss 9 can be round point shape, or the glazing bar in vertical or horizontal protrusion surface, can form recessed in die cavity after the demoulding
Point or groove, to increase the cohesive force of pitch 19.
The present embodiment also discloses a kind of manufacturer of the concrete works movement joint sealing swaging die with reinforcing fiber
Method, described swaging die includes skeleton 1 and water pocket, it is characterised in that including following technique and step：
1) skeleton 1 makes：Skeleton 1 is rectangular steel plates, and thickness 2-4mm, length is more than movement joint height 20-40cm, in
Portion folds or welds groove 2, and the depth of groove 2 is 15-30cm, the width 5-10cm of groove 2, the width 30-50cm containing groove 2 of skeleton 1,
Setting fixing hole 4 is longitudinally spaced-apart in the both sides of skeleton 1, lifting hole(eyelet) 5 is set on the upper recess 2 of skeleton 1, in skeleton
The 1 lower end left and right sides is respectively welded the base 2 of sector, and the radius of described base 2 is equal to the depth of the groove 1, skeleton 1
Two sides arrange 45 ° of chamferings；
2) water pocket makes：Water pocket is rubber casting, and water pocket is semi-cylindrical, and the middle part of its plane is longitudinally provided with water pocket groove
6, the size of water pocket groove 6 is matched with skeleton groove 2, and the thickness of its groove walls and two side 12 is more than the thickness of the circular arc of antetheca 7；
Its upper end of described water pocket is provided with water inlet 8, and water inlet 8 is provided with the lid that can be screwed, and lower end side is provided with apopore 10,
And apopore 10 is provided with the stay bolt 15 with its matching thread, the bottom of apopore 10 sets Packed bottom, the fore-and-aft plane of water pocket
Both sides be provided with several fixing points 11, the position of each fixing point 11, size with corresponding skeleton 1 fixing hole 4 and match；Water pocket
Water pocket pars intramuralis containing upper and lower termination accompanies reinforcing fiber silk, and its circular arc external surface is provided with lug boss 9；
3) assembling of swaging die：Water pocket groove 6 is directed at into skeleton groove 2, water pocket bottom is arranged on skeleton base 3, institute
State the skeleton groove 2 on water pocket groove 6 and the skeleton be fitted close, the fixation on the fixing point 11 on water pocket and the skeleton
Hole 4 is fitted close, and is assembled integrally and complete swaging die.
The present embodiment also discloses a kind of construction party of the concrete works movement joint sealing swaging die with reinforcing fiber
Method, including following technique and step：
1) fist stage concrete is poured：One side that red copper sealing piece 16 has knuckle is preset in into the movement joint of fist stage concrete 13
Section part, sealing piece 16 is longitudinally disposed at the centre of concrete cross section width, the pre-buried half of its width, protrudes half, stent
Plate and the after-pouring fist stage concrete 13 of sealing piece 16；
2) setting of swaging die：Fist stage concrete 13 solidifies a couple of days, and swaging die is arranged at concrete cross section, swaging die
Skeleton groove 2 is stuck on the sealing piece 16 of the section of fist stage concrete 13 protrusion, and drip is arranged on the concrete cross section of the both sides of skeleton 1
Blue or green asphalt felt 17；The outer setting pipe 14 of apopore 10 in water pocket side, the one end of stay bolt 15 is by pipe 14 and apopore 10
It is spirally connected；
3) water pocket water filling：Water or other liquid are added in the water pocket of the swaging die for setting from the water inlet 8 on water pocket top
Body, water pocket tightens lid after filling it up with；
4) second stage concrete is poured：After setting swaging die and template, second stage concrete 18 is poured according to profile height layering
Build, each every layer of 50cm or so, wait lower floor's initial set to have after certain degree of hardness and pour last layer again, until it reaches the height of needs；
5) die cavity is formed:After the initial set of second stage concrete 18, the stay bolt 15 of water pocket lower section side is screwed out, released in water pocket
Liquid, in the lifting hole(eyelet) 5 of skeleton 1 suspension hook is arranged, and hangs out swaging die, and in the section part of second stage concrete 18 semicircle die cavity is formed；
6) asphalt reperfusion：The pipe 14 of lower end is blocked, No. 30 building asphalts 19 of melting is filled in semicircle die cavity, depending on applying
Work scene temperature cool time general 2-12 hours；
When multiple movement joints are arranged, repeat the above steps 1-6, pitch 19 does and once irrigate or irrigate for several times；Hang out
Swaging die is cleared up in time, maintained, storage, with profit recycling.
The skeleton of the present invention is highly generally 2.5M, and water pocket height 2.2M, each frame film can pour the coagulation of 2.0M or so
Cob wall body, such as body of wall after form removal, improve swaging die, the aforementioned construction method of repetition, until meeting body of wall height more than 2.0M；Should
Red copper sealing piece and horizontal sealing piece are connected by Site Welding.
The present invention is not required to concrete soil box, can be with 20-30 days reduction of erection time；Swaging die can be reused；This die cavity
Water is filled in the water pocket of mould, the heat that concrete setting sends can be reduced；Can be in the box dam retaining wall such as checkdam, cistern
Construction, the application that can also be used for the undergrounds such as subway, culvert, tunnel, the various concrete works movement joint sealings such as under water, movement joint
It is neat non-leakage；Deformation joint seepage water problems caused by the differential settlement of stratum can be solved using this technology, or because of environment temperature
The caused deformation joint seepage problem of expanding with heat and contract with cold of the concrete component that the change of degree causes；Can also prevent because earthquake etc. is natural
Leakage problems caused by deformation such as the movement joint section interface changing of the relative positions, displacement that disaster causes etc..
Claims (1)
1. a kind of construction method of the concrete works movement joint sealing swaging die with reinforcing fiber, the swaging die includes bone
Frame and water pocket, the skeleton middle part is provided with groove, and the both sides of skeleton are longitudinally spaced to be provided with fixing hole, the upper and lower end of skeleton
Lifting hole(eyelet) and base are respectively equipped with, the water pocket is adopted and is mingled with reinforcing fiber silk, water in rubber bag with water, and the cyst wall of the water pocket
The middle part of capsule plane is provided with water pocket groove along longitudinal direction, and water pocket groove both sides are longitudinally spaced to be provided with fixing point, water pocket groove and institute
State skeleton groove on skeleton and be fitted close and be arranged on skeleton outside, the fixing hole on the fixing point on water pocket and the skeleton
It is fitted close, when using the swaging die, the skeleton groove of swaging die is stuck in the sealing red copper of fist stage concrete section protrusion
On piece, water is filled in the water pocket, pour second stage concrete, and after second stage concrete initial set, discharged in the water pocket
Water, and after the skeleton and water pocket are removed, the semicircle die cavity for injection molten asphalt is formed in second stage concrete；
Described sealing copper sheet is rectangle, and its pre- side being embedded in fist stage concrete is longitudinally provided with 90 ° of knuckles, and opposite side is certainly
The protruding preseting length in middle part of fist stage concrete section；
Two sides of the skeleton arrange 45 ° of chamferings；
The radius of described base is equal to the depth of groove；
The water pocket has arc section structure, and its upper end is provided with water inlet, and water inlet is provided with the lid that can be screwed, lower end
Apopore is provided with, screw thread and stay bolt are provided with apopore, the screw thread of stay bolt is matched with the screw thread in apopore, under apopore
Portion is provided with the bottom of the sealing of water pocket；
It is characterized in that the construction method of the concrete works movement joint sealing swaging die with reinforcing fiber, including it is as follows
Step：
1) fist stage concrete is poured：One side that sealing copper sheet has knuckle is preset in into the section part of fist stage concrete movement joint,
Copper sheet is longitudinally disposed at the centre of concrete cross section width, the pre-buried half of its width, protrudes half, and fixed form and sealing are purple
Copper sheet after-pouring fist stage concrete；
2) setting of swaging die：Fist stage concrete solidifies a couple of days, and swaging die is arranged at concrete cross section, and the skeleton of swaging die is recessed
Groove is stuck on the sealing copper sheet of fist stage concrete section protrusion, and coal tar hair is arranged on the concrete cross section of skeleton both sides
Felt；Pipe is set outside the apopore of water pocket side, and stay bolt one end is spirally connected by pipe with apopore；
3) water pocket water filling：Water or other liquid, water are added in the water pocket of the swaging die for setting from the water inlet on water pocket top
Capsule tightens lid after filling it up with；
4) second stage concrete is poured：After setting swaging die and template, second stage concrete according to profile height placement layer by layer, every time
Every layer of 50cm or so, waits lower floor's initial set to have after certain degree of hardness and pours last layer again, until it reaches the height of needs；
5) die cavity is formed:After second stage concrete initial set, the stay bolt of water pocket lower section side is screwed out, release liquid in water pocket,
Suspension hook is set in the lifting hole(eyelet) of skeleton, swaging die is hung out, in second stage concrete section part semicircle die cavity is formed；
6) asphalt reperfusion：The pipe of lower end is blocked, molten asphalt is filled in semicircle die cavity, cooled down；
When multiple movement joints are arranged, repeat the above steps 1) -6), pitch does and once irrigate or irrigate for several times；
The swaging die for hanging out is cleared up in time, maintained, storage, with profit recycling.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611155657.0A CN106592532B (en) | 2014-11-10 | 2014-11-10 | The construction method of concrete works deformation joint sealing swaging die with reinforcing fiber |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410627672.5A CN104314047B (en) | 2014-11-10 | 2014-11-10 | Water-bag type concrete works movement joint sealing swaging die and its manufacture and construction method |
| CN201611155657.0A CN106592532B (en) | 2014-11-10 | 2014-11-10 | The construction method of concrete works deformation joint sealing swaging die with reinforcing fiber |
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| CN201410627672.5A Division CN104314047B (en) | 2014-11-10 | 2014-11-10 | Water-bag type concrete works movement joint sealing swaging die and its manufacture and construction method |
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| Publication Number | Publication Date |
|---|---|
| CN106592532A true CN106592532A (en) | 2017-04-26 |
| CN106592532B CN106592532B (en) | 2018-12-21 |
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| CN201611155656.6A Active CN106759111B (en) | 2014-11-10 | 2014-11-10 | Water-bag type concrete works deformation joint sealing swaging die with reinforcing fiber |
| CN201611155771.3A Active CN106522166B (en) | 2014-11-10 | 2014-11-10 | The construction method of concrete works swaging die with protrusion and reinforcing fiber |
| CN201611155658.5A Active CN106759112B (en) | 2014-11-10 | 2014-11-10 | The manufacturing method of concrete works sealing swaging die with reinforcing fiber |
| CN201410627672.5A Expired - Fee Related CN104314047B (en) | 2014-11-10 | 2014-11-10 | Water-bag type concrete works movement joint sealing swaging die and its manufacture and construction method |
| CN201510919231.7A Expired - Fee Related CN105370035B (en) | 2014-11-10 | 2014-11-10 | Manufacturing method of water-bag-type concrete-project deformation-joint water-stopping cavity film |
| CN201510918853.8A Expired - Fee Related CN105568927B (en) | 2014-11-10 | 2014-11-10 | The construction method of water-bag type concrete works movement joint sealing swaging die |
| CN201611155657.0A Expired - Fee Related CN106592532B (en) | 2014-11-10 | 2014-11-10 | The construction method of concrete works deformation joint sealing swaging die with reinforcing fiber |
| CN201611265274.9A Expired - Fee Related CN106759115B (en) | 2014-11-10 | 2014-11-10 | Water-bag type concrete works deformation joint sealing swaging die with protrusion |
| CN201611155773.2A Active CN106522167B (en) | 2014-11-10 | 2014-11-10 | The construction method of water-bag type concrete works sealing swaging die with protrusion |
| CN201611155772.8A Active CN106759518B (en) | 2014-11-10 | 2014-11-10 | Concrete works deformation joint sealing swaging die with protrusion and reinforcing fiber |
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| CN201611155656.6A Active CN106759111B (en) | 2014-11-10 | 2014-11-10 | Water-bag type concrete works deformation joint sealing swaging die with reinforcing fiber |
| CN201611155771.3A Active CN106522166B (en) | 2014-11-10 | 2014-11-10 | The construction method of concrete works swaging die with protrusion and reinforcing fiber |
| CN201611155658.5A Active CN106759112B (en) | 2014-11-10 | 2014-11-10 | The manufacturing method of concrete works sealing swaging die with reinforcing fiber |
| CN201410627672.5A Expired - Fee Related CN104314047B (en) | 2014-11-10 | 2014-11-10 | Water-bag type concrete works movement joint sealing swaging die and its manufacture and construction method |
| CN201510919231.7A Expired - Fee Related CN105370035B (en) | 2014-11-10 | 2014-11-10 | Manufacturing method of water-bag-type concrete-project deformation-joint water-stopping cavity film |
| CN201510918853.8A Expired - Fee Related CN105568927B (en) | 2014-11-10 | 2014-11-10 | The construction method of water-bag type concrete works movement joint sealing swaging die |
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| CN201611265274.9A Expired - Fee Related CN106759115B (en) | 2014-11-10 | 2014-11-10 | Water-bag type concrete works deformation joint sealing swaging die with protrusion |
| CN201611155773.2A Active CN106522167B (en) | 2014-11-10 | 2014-11-10 | The construction method of water-bag type concrete works sealing swaging die with protrusion |
| CN201611155772.8A Active CN106759518B (en) | 2014-11-10 | 2014-11-10 | Concrete works deformation joint sealing swaging die with protrusion and reinforcing fiber |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107965324B (en) * | 2017-09-29 | 2023-12-22 | 中铁二十三局集团有限公司 | Assembled underpass tunnel |
| CN110144850B (en) * | 2019-05-22 | 2020-10-20 | 无锡市水利设计研究院有限公司 | Water stopping method of water stopping system for gate station |
| CN110205988B (en) * | 2019-06-25 | 2024-07-09 | 广东省水利水电第三工程局有限公司 | Dual water stop system connected with new and old water outlet box culverts and construction process thereof |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1037162A (en) * | 1996-07-24 | 1998-02-10 | Shirashima Sekiyu Bichiku Kk | Joint structure in underwater structure |
| CN202925571U (en) * | 2012-11-06 | 2013-05-08 | 中交第二航务工程局有限公司 | Annular waterproof capsule for over 20m deep marine environment |
Family Cites Families (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA1145131A (en) * | 1980-04-05 | 1983-04-26 | Hajime Yamaji | Aqueously-swelling water stopper and a process of stopping water thereby |
| CN1042580A (en) * | 1989-12-21 | 1990-05-30 | 北京市第五城市建设工程公司 | Large forms for deformation joint |
| JP3022310B2 (en) * | 1996-03-13 | 2000-03-21 | 西武ポリマ化成株式会社 | Joint material for caisson |
| JP2000345535A (en) * | 1999-06-03 | 2000-12-12 | Kumagai Gumi Co Ltd | Water stop structure for precast member |
| JP4657071B2 (en) * | 2005-01-27 | 2011-03-23 | シバタ工業株式会社 | Sealing material for joints and method for producing the same |
| JP5395469B2 (en) * | 2009-03-11 | 2014-01-22 | 大成建設株式会社 | Construction method of water stop structure and water stop structure |
| CN201649634U (en) * | 2009-10-16 | 2010-11-24 | 刘瑞林 | Mould for concrete flat roof contraction joint leakage-proof construction |
| CN201554225U (en) * | 2009-11-17 | 2010-08-18 | 江苏江都建设工程有限公司 | Hole-forming wood mould for preparing deep bolt holes on equipment basis |
| CN201713830U (en) * | 2010-05-21 | 2011-01-19 | 宝山钢铁股份有限公司 | Plugging device for underground-structure deformation joint |
| CN203230183U (en) * | 2013-04-21 | 2013-10-09 | 青岛一建集团有限公司 | Shear wall expansion joint formwork erecting and reinforcing device |
| CN203247842U (en) * | 2013-05-29 | 2013-10-23 | 中国十七冶集团有限公司 | Reinforcing device of concrete structure expansion joint formwork |
| CN203487559U (en) * | 2013-10-09 | 2014-03-19 | 山东省水利科学研究院 | Special-shaped air bag for underground diaphragm wall joint |
| CN103790182B (en) * | 2014-02-12 | 2015-09-16 | 宋振利 | A kind of hydraulic engineering vertical water stopping structure and manufacture thereof and construction method |
| CN203808113U (en) * | 2014-03-02 | 2014-09-03 | 杨玉霞 | Concrete engineering expansion joint vertical water-stop structure |
| CN103774699B (en) * | 2014-03-02 | 2015-07-15 | 福建九鼎建设集团有限公司 | Vertical water-stop structure for concrete engineering expansion joint as well as manufacturing and construction methods for same |
| CN103821180B (en) * | 2014-03-02 | 2015-07-29 | 山东交通学院 | The two water-stopping structure of a kind of concrete extension joint |
-
2014
- 2014-11-10 CN CN201611155656.6A patent/CN106759111B/en active Active
- 2014-11-10 CN CN201611155771.3A patent/CN106522166B/en active Active
- 2014-11-10 CN CN201611155658.5A patent/CN106759112B/en active Active
- 2014-11-10 CN CN201410627672.5A patent/CN104314047B/en not_active Expired - Fee Related
- 2014-11-10 CN CN201510919231.7A patent/CN105370035B/en not_active Expired - Fee Related
- 2014-11-10 CN CN201510918853.8A patent/CN105568927B/en not_active Expired - Fee Related
- 2014-11-10 CN CN201611155657.0A patent/CN106592532B/en not_active Expired - Fee Related
- 2014-11-10 CN CN201611265274.9A patent/CN106759115B/en not_active Expired - Fee Related
- 2014-11-10 CN CN201611155773.2A patent/CN106522167B/en active Active
- 2014-11-10 CN CN201611155772.8A patent/CN106759518B/en active Active
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1037162A (en) * | 1996-07-24 | 1998-02-10 | Shirashima Sekiyu Bichiku Kk | Joint structure in underwater structure |
| CN202925571U (en) * | 2012-11-06 | 2013-05-08 | 中交第二航务工程局有限公司 | Annular waterproof capsule for over 20m deep marine environment |
Non-Patent Citations (1)
| Title |
|---|
| 张朝利等: "一种混凝土工程变形缝垂直止水型腔模及其施工方法", 《华夏地理》 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106759111B (en) | 2019-01-22 |
| CN106522167B (en) | 2019-01-04 |
| CN106522167A (en) | 2017-03-22 |
| CN106522166B (en) | 2019-01-29 |
| CN105568927B (en) | 2017-05-31 |
| CN106759115A (en) | 2017-05-31 |
| CN105370035A (en) | 2016-03-02 |
| CN105568927A (en) | 2016-05-11 |
| CN106759111A (en) | 2017-05-31 |
| CN106759518A (en) | 2017-05-31 |
| CN104314047A (en) | 2015-01-28 |
| CN106759518B (en) | 2019-01-15 |
| CN104314047B (en) | 2017-03-01 |
| CN106759112A (en) | 2017-05-31 |
| CN106759115B (en) | 2018-12-21 |
| CN106759112B (en) | 2019-02-05 |
| CN105370035B (en) | 2017-05-24 |
| CN106592532B (en) | 2018-12-21 |
| CN106522166A (en) | 2017-03-22 |
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