CN109577453A - Integrally formed gutter and its construction method - Google Patents
Integrally formed gutter and its construction method Download PDFInfo
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- CN109577453A CN109577453A CN201811426392.2A CN201811426392A CN109577453A CN 109577453 A CN109577453 A CN 109577453A CN 201811426392 A CN201811426392 A CN 201811426392A CN 109577453 A CN109577453 A CN 109577453A
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- gutter
- regularization
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- side form
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
- E03F3/046—Open sewage channels
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/06—Methods of, or installations for, laying sewer pipes
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Abstract
The invention discloses integrally formed gutters, slope device, sliding formwork track, regularization side form and bottom, which are scraped, including gutter ontology, regularization bucket, regularization strikes off cross beam frame, sliding formwork track is assemblied in gutter ontology two sides, regularization side form is set in the ontology of gutter, bottom strikes off beam erection in gutter body bottom portion, regularization side form can be fixed at bottom and strike off cross beam frame, bottom strikes off cross beam frame connection sliding type cross beam portal frame and is drawn by sliding type cross beam portal frame and slid, and regularization side form connects side form portal frame and drawn by side form portal frame and slid.The gutter simplifies construction procedure, has saved construction working hour, reduces construction cost, excavates molding easily, and operation difficulty is low, can effectively ensure that the safety in work progress, and gutter appearance beauty, quality are good.Second goal of the invention of the invention is integrally formed draining ditch construction method, is applied to above-mentioned integrally formed gutter, equally with high security, the advantages that convenience is high.
Description
Technical field
The present invention relates to technical fields such as municipal bridges, specifically integrally formed gutter and its construction method.
Background technique
Sewerage system is processing and the job facilities system for excluding municipal sewage and rainwater, is urban public utilities
Component part, sewerage system planning are the component parts of overall city planning, and sewerage system is usually by drainage pipeline
It is formed with sewage treatment plant, in the case where carrying out sewage, rainwater separate system, sewage is collected by drainage pipeline, is sent to sewage
After reason, it is discharged into water body or recycling；After rainfall runoff is collected by drainage pipeline, it is discharged into water body nearby.
Sewerage system is in the daily operating in city, and encounter precipitation weather when seems very crucial, currently,
With the construction of urbanization and the raising of subgrade and pavement construction quality, development of the road drainage system in China also become gradually at
Ripe, the mode of drainage ditch construction is also more and more diversified, and a large amount of case proves, the gutter construction of high quality is draining
The basis of system, so, the construction technology in gutter is also just particularly important.
For convenience of construction, gutter quality is ensured, gutter requires to be set on more closely knit soil layer, but in China south
Square most area earth's surface water level is shallower, undoubtedly increases difficulty to construction, and traditional construction needs a large amount of template to ensure to construct
Completion, and need to expend more manpower.
The problems such as Geological Defects encountered for the construction of the above gutter, cumbersome, gutter appearance of constructing and main quality,
Need to invent a kind of simply and effectively integrally formed draining ditch construction method, to simplify construction process, reduction construction cost reaches
Under the premise of guaranteeing construction quality, while the purpose that can be economized on resources.
Summary of the invention
The present invention is to overcome above-mentioned defect in the prior art, and first goal of the invention of the invention is to provide entirety
Gutter is formed, which simplifies construction procedure, saved construction working hour, reduces construction cost, excavates molding easily, behaviour
Make that difficulty is low, can effectively ensure that the safety in work progress, and gutter appearance beauty, quality is good, the row of can effectively ensure that
The using effect of ditch in use makes the gutter have good economic technology benefit；Second hair of the invention
The bright construction method for being designed to provide integrally formed gutter, the construction method are applied to above-mentioned integrally formed gutter, together
The advantages that sample is with high security, convenience is high is effectively ensured the using effect and service life in gutter, is conducive to the draining
Popularization and application of the ditch in municipal bridge field.
The construction method in above-mentioned integrally formed gutter and integrally formed gutter is technically interrelated, belongs to same
Inventive concept.
In order to realize above-mentioned first goal of the invention, the present invention adopts the following technical scheme:
Integrally formed gutter, including gutter ontology, regularization bucket, regularization scrape slope device, sliding formwork track, regularization
Side form and bottom strike off cross beam frame, and the sliding formwork track is assemblied in gutter ontology two sides, and the regularization side form is set to
In the gutter ontology, the bottom strikes off beam erection in the gutter body bottom portion, and the regularization side form can be consolidated
Surely it is set to the bottom and strikes off cross beam frame, the bottom strikes off cross beam frame connection sliding type cross beam portal frame and by the slidingtype
The traction sliding of crossbeam portal frame, the regularization side form connect side form portal frame and are drawn by the side form portal frame and slid.
As a preferred solution of the present invention, it is set in the gutter ontology for gutter groove regularization excavation
Excavating device, the excavating device include trough of belt fixed ring, trough of belt Pass line adjustment riser, digging machine dipper and bucket Horizontal limiting
Plate, the trough of belt fixed ring are set between the regularization bucket and trough of belt Pass line adjustment riser and lead to the regularization bucket
It crosses bucket pin to be connected, the regularization bucket and digging machine dipper pass through the trough of belt Pass line adjustment riser and bucket Horizontal limiting plate
It is connected.
As a preferred solution of the present invention, the regularization bucket is adapted and regularization with the gutter ontology
Bucket, which digs at shovel to be equipped with, excavates bucket tooth, and the excavation bucket tooth center position is equipped with and is centered about bucket tooth；Slope is scraped in the regularization
Device is located at regularization bucket two sides and is fixed with the regularization bucket by scraping slope device horizontal fixed plate, and passes through
It scrapes slope device and vertically connects and be bolted.
As a preferred solution of the present invention, sliding formwork track two sides are equipped with prefabricated reinforced concrete beam, institute
Prefabricated reinforced concrete beam lower part is stated equipped with Track Pad, the sliding formwork track is located on the prefabricated reinforced concrete beam
Portion, prefabricated reinforced concrete beam both ends setting beam connect tongue and groove, and it is solid to be equipped with soil nailing at described beam connection tongue and groove
Determine hole and soil nailing caulking groove, prefabricated reinforced concrete beam is fixed on soil nailing fixed body by modular soil nailing, and the soil nailing is solid
Body is determined in the Track Pad.
It as a preferred solution of the present invention, further include concreting hopper；The bottom strikes off and sets on cross beam frame
There is cross beam frame vertical link, the cross beam frame vertical link strikes off the upper beam of cross beam frame by bottom and cross beam frame vertical link connects
It connects, sets cross beam frame on the inside of the regularization side form and shelve plate, the cross beam frame is shelved between plate and the cross beam frame vertical link
It is fixed by fixing bolt；The concreting hopper frame is stood on the transverse slip form machine being set on sliding formwork track.
As a preferred solution of the present invention, the cross beam frame vertical link, bottom strike off cross beam frame, regularization side
Mould, sliding type cross beam portal frame, side form portal frame and concrete pouring material bucket shape are at the integrally formed sliding formwork system in gutter.
As a preferred solution of the present invention, the bottom, which strikes off cross beam frame lower part and is equipped with, makes gutter underplate concrete
The vibration board of closely knit combination, top are connected with the regularization side form and connect sliding type cross beam gantry by wirerope
Frame.
As a preferred solution of the present invention, hinged adjustable side form positioning plate and top on the outside of the regularization side form
Side form portal frame is connected by traction crossbeam frame haulage cable.
As a preferred solution of the present invention, the sliding type cross beam portal frame and side form portal frame leg are equipped with shifting
Dynamic power device.
Integrally formed draining ditch construction method is applied to above-mentioned integrally formed gutter；The following steps are included:
(1) preparation of construction: in scope of design, carrying out levelling of the land, prepares water power and tool, material that construction needs,
The arrangement for sufficiently performing stock ground, mixing and stirring the construction sites such as field；
(2) surveying setting-out: making gutter two sides excavating sideline using total station, excavate middle line and control elevation, according to
Vertical control point and groove middle line carry out setting-out, determine gutter footing line and groove sideline, and apply according to design requirement is reserved
Working face required for work；
(3) mounting groove has: installing regularization bucket according to gutter design requirement, and according to gutter center line and groove
Bucket tooth is excavated in the distance setting in sideline between two parties, requires adjustment Pass line adjustment riser according to gutter cutting depth and scrapes slope device level
Fixed plate, regularization are scraped slope device and are fixed with bucket side sheet room by bolt；
(4) channel excavation: it will be centered about bucket tooth alignment groove middle line, gutter groove is carried out according to design requirement and is opened
Dig, using regularization excavating device carry out the first step slightly dig and strike off, modified accordingly according to channel excavation effect and
Second step essence is dug；
(5) track installation: paving one layer of Track Pad in gutter two sides, and presets soil nailing in Track Pad and fix
Body, then prefabricated reinforced concrete beam is placed on Track Pad top, it should be put at prefabricated reinforced concrete sill bolt soil nailing caulking groove
It is placed in the top of the soil nailing fixed body in Track Pad, uses modular soil nailing by prefabricated reinforced concrete beam and track afterwards
Bed course is fixed two-by-two；Sliding formwork track is installed on armored concrete beam top, and is installed on the outside of prefabricated reinforced concrete beam
Vertical sliding formwork guide plate, to carry sliding formwork track and prevent sliding formwork orbit displacement；
(6) deformation joint is set: the installation band jack rafter item at deformation joint setting；
(7) two sides filling concrete: after having placed regularization side form, being poured using commerical ready-mixed concrete, and observation is fixed at any time
Type side form situation guarantees that regularization side form does not generate sliding when operation；
(8) lower concrete is perfused: bottom is poured using commerical ready-mixed concrete；
(9) bottom, which strikes off, vibrates: bottom setting bottom strikes off cross beam frame, and bottom, which strikes off, is arranged plate vibration on cross beam frame bottom plate
Smash device, when operation opens vibration board；
(10) it demoulds: after the completion of pouring, being adopted when concrete strength can guarantee that its surface and corner angle are not damaged because of dismounting
De- regularization side form is carried out with jack；
(11) jacking traction: the mobile power device of sliding type cross beam portal frame and side form portal frame leg is opened, will be determined
Type side form and bottom strike off cross beam frame and draw to next section of job position；
(12) next section of gutter construction: the construction operation in next section of gutter is carried out in the manner described above；
(13) deformation joint is handled: being removed preset band jack rafter item, and is clogged with pitch hemp cut；
(14) it concrete curing: covers and sprinkles water in time according to temperature situation, conserve concrete sufficiently, reached in concrete
To before the intensity of requirement, it must not walk on concrete surface or stack weight.
The production method in integrally formed gutter and integrally formed gutter in the present invention, has the advantages that
(1) slope device, sliding formwork track, sizing are scraped using regularization bucket, regularization in the integrally formed gutter in the present invention
Change side form and bottom strikes off the gutters regularization excavating device such as cross beam frame and carries out gutter channel excavation, makes to drain channel forming
Fastly, time-consuming few, it can be effectively reduced the labor intensity of construction personnel, reduce project cost while shortening working hour.
(2) the integrally formed gutter in the present invention is excavated using bucket tooth alignment groove middle line is centered about, and can be protected
The precision excavated is demonstrate,proved, while continuing essence after thick digging and digging as consolidation, excavating sequences and manpower can be reduced, it is ensured that the matter in gutter
Amount.
(3) the integrally formed gutter in the present invention can ensure and apply by using cast-in-place concrete gutter sliding formwork track
The mobile smooth degree of sliding formwork track, prevents track from sliding during work, improves the one-time cast-forming in the work progress of gutter
Rate.
(4) the integrally formed gutter in the present invention can be fixed also also by the way that integrally formed sliding formwork system i.e. setting is arranged
Dismountable bottom strikes off portal frame and regularization side form, is slid onto down respectively by the traction of mobile gantry frame after the completion of one section of construction
One construction section, whole process quick construction is convenient, and pouring molding rate is high, has good technical benefits.
(5) construction method in the integrally formed gutter in the present invention is saved so that gutter simplifies construction procedure
It constructs working hour, reduces construction cost, excavate molding easily, operation difficulty is low, it can effectively ensure that the safety in work progress,
And gutter appearance beauty, quality is good, can effectively ensure that the using effect of gutter in use, has the gutter
Good economic technology benefit.
Detailed description of the invention
Fig. 1 is the schematic device in integrally formed gutter in embodiment；
Fig. 2 is the structural schematic diagram of groove regularization excavating device in embodiment；
Fig. 3 is the structure scheme of installation of sliding formwork track in embodiment；
Fig. 4 is the structural schematic diagram of sliding formwork track in embodiment；
Fig. 5 is that (regularization side form strikes off the integrally formed sliding formwork system in gutter with side form portal frame and bottom in embodiment
Cross beam frame) decomposition diagram；
Fig. 6 is the integrally formed sliding formwork system in gutter in embodiment (bottom strikes off cross beam frame and sliding type cross beam portal frame)
Decomposition diagram；
The structural schematic diagram in integrally formed gutter in Fig. 7 embodiment；
The structural schematic diagram in integrally formed gutter in Fig. 8 embodiment；
The construction process figure of integrally formed draining ditch construction method in Fig. 9 embodiment.
Appended drawing reference: 1, groove is excavated；2, groove sideline；3, groove middle line；4, digging machine dipper；5, regularization bucket；6,
Bucket Horizontal limiting plate；7, trough of belt Pass line adjustment riser；8, fixing bolt；9, bucket tooth is excavated；10, it is centered about bucket tooth；11, fixed
Type scrapes slope device；12, slope device horizontal location plate is scraped；14, it scrapes slope device and vertically connects bolt；15, prefabricated reinforced concrete beam；
16, beam connects tongue and groove；17, beam hanging ring；18, soil nailing fixation hole；19, modular soil nailing；20, soil nailing caulking groove；21, sliding formwork rail
Road；22, vertical sliding formwork guide plate；23, Track Pad；24, soil nailing fixed body；25, bottom strikes off cross beam frame；26, cross beam frame is shelved
Plate；27, cross beam frame fixed plate；28, vibration board；29, regularization side form；30, adjustable side form positioning plate；31, slidingtype
Crossbeam portal frame；32, portal frame bottom end plate；33, jack；34, cross beam frame vertical link；35, cross beam frame traction steel wire
Rope；37, the mobile power device of portal frame；38, side form portal frame；39, concreting hopper；41, band jack rafter item；42, it deforms
Seam.
Specific embodiment
It elaborates with reference to the accompanying drawing to embodiment.
Embodiment: as shown in Figures 1 to 8, integrally formed gutter, including gutter ontology, it further include regularization bucket
5, regularization scrapes slope device 11, sliding formwork track 21, regularization side form 29 and bottom and strikes off cross beam frame 25, and sliding formwork track 21 is assemblied in
Gutter ontology two sides are stated, can be used to the mobile other excavating gears being mounted on sliding formwork track 21, above-mentioned regularization side form
29 are arranged in the ontology of gutter for positioning gutter ontology side, carry out shaping to gutter side, above-mentioned bottom strikes off
Cross beam frame 25 is movably disposed at above-mentioned gutter body bottom portion, and gutter body bottom portion is made to keep formation state, regularization
Side form 29 is fixable to be mounted on above-mentioned bottom and strikes off on cross beam frame 25, and above-mentioned bottom strikes off cross beam frame 25 and connects sliding type cross beam
Portal frame 31 simultaneously is moved forward to excavate gutter by the traction sliding of above-mentioned sliding type cross beam portal frame 31, above-mentioned fixed
Type side form connects side form portal frame 38 and is drawn by side form portal frame 38 and slid, and side form portal frame 38 is arranged in gutter ontology
Two sides, 38 leg of side form portal frame are arranged the mobile power device 37 of portal frame, can be used for diverting from one use to another change Seeding location, regularization side
It is equipped with cross beam frame on the inside of mould 29 and shelves plate 26, the hinged adjustable side form positioning plate 30 in 29 outside of regularization side form, regularization side form
29 inner and outers are all connected with haulage cable, connect with side form portal frame 38.
Sliding type cross beam portal frame 31 can be in gutter with side form portal frame 38 and gutter two sides are mobile, and respectively
Traction bottom strikes off cross beam frame 25 and regularization side form 29 is mobile.
Sliding type cross beam portal frame 31 strikes off cross beam frame 25 with bottom by single cross beam frame haulage cable 35 and connect, sliding
31 leg of dynamic formula crossbeam portal frame is equipped with the mobile power device 37 of portal frame to provide mobile power, and portal frame bottom end is arranged in bottom
Plate 32 is additionally provided with vibration board 28, can be eliminated the voids and pits of concrete with the center of gravity of Stable sliding formula crossbeam portal frame 31
Phenomena such as, to improve concrete strength.
Regularization template 29 and bottom strike off 25 fixed form of cross beam frame are as follows: bottom, which strikes off 25 upper beam of cross beam frame and is shelved on, determines
The cross beam frame of type template 29 shelves the top of plate 26, fixed by cross beam frame fixed plate 27, detachable after the completion of operation.
The excavating device for excavating gutter groove regularization is equipped in the ontology of gutter, above-mentioned excavating device includes
Trough of belt fixed ring, trough of belt Pass line adjustment riser 7, digging machine dipper 4 and bucket Horizontal limiting plate 6, bucket Horizontal limiting plate 6, which is located at, to be dug
Bucket top, trough of belt Pass line adjustment riser 7 is set to 6 top of bucket Horizontal limiting plate, for changing the absolute altitude of bucket.
Trough of belt fixed ring be arranged between above-mentioned regularization bucket 5 and trough of belt Pass line adjustment riser 7 and with above-mentioned regularization
Bucket 5 is connected by bucket pin, convenient for regularization bucket 5 and trough of belt Pass line adjustment riser 7 are dismounted and overhauled, guarantees that this is opened
The service life of device is dug, regularization bucket 5 and digging machine dipper 4 are horizontal by above-mentioned trough of belt Pass line adjustment riser 7 and bucket
Limit plate 6 is fixedly connected.
The size shape of regularization bucket 5 is adapted with the size shape of above-mentioned gutter ontology, is convenient for regularization
The edge of bucket 5 and excavation groove 1, groove sideline 2 and the groove middle line 3 of gutter ontology are fitted, and guarantee gutter
Precision, and digging system is carried out to gutter by regularization bucket 5, can be effective so that gutter producing efficiency is high, precision is high
Guarantee the application effect in gutter, and regularization bucket 5 digs to be equipped at shovel and excavates bucket tooth 9, excavating bucket tooth 9 is in sharp tooth, is passed through
Gutter is excavated at tine region, so that excavating rate height, is also equipped in above-mentioned 9 center position of excavation bucket tooth placed in the middle
Bucket tooth 10 is positioned, the pointed tooth portion for being centered about bucket tooth 10 is greater than remaining and excavates the pointed tooth portion in bucket tooth 9, for accurately excavating, helps
In improving channel excavation efficiency, disposable excavation ratio of briquetting is improved.
Regularization scrapes slope device 11 and is located at the two sides of above-mentioned regularization bucket 5 and with above-mentioned regularization bucket 5 by scraping slope device
Horizontal location plate 12 is fixed, and vertically connects the connection of bolt 14 by scraping slope device, and it is adjustable for scraping slope device horizontal location plate 12
Formula can scrape the size of slope device 11 according to regularization to adjust and scrape slope device horizontal location plate 12, and operability is stronger, and application range is more
Extensively, and regularization is scraped 11 regularization bucket 5 of slope device and is fixed by scraping slope device horizontal location plate 12 with regularization bucket 5, makes
Excavating device overall structural strength is higher, and using effect is more preferable.
As shown in figure 3,21 two sides of sliding formwork track are equipped with the prefabricated reinforced concrete for assisting sliding formwork track 21 to position
Beam 15, above-mentioned 15 lower part of prefabricated reinforced concrete beam, which is equipped with, places the sagging Track Pad 23 in gutter, above-mentioned sliding formwork rail
The setting of road 21 is above-mentioned precast reinforced as the placement platform of sliding formwork track 21 on above-mentioned 15 top of prefabricated reinforced concrete beam
15 both ends of concrete fin beam setting beam connects tongue and groove 16, can accomplish to be seamlessly connected, and at above-mentioned beam connection tongue and groove 16
It is equipped with soil nailing fixation hole 18, modular soil nailing 19 can be disposed, it is ensured that prefabricated reinforced concrete beam 15 and precast reinforced coagulation
Native beam 15, the connection and fixation of prefabricated reinforced concrete beam 15 and Track Pad 23, further, in placement unit formula soil
It follows closely and presets soil nailing caulking groove 20 at 19, prefabricated reinforced concrete beam 15 can be prevented uneven in 19 rear surface of placement unit formula soil nailing
It is whole；15 two sides of prefabricated reinforced concrete beam are arranged a beam hanging ring 17, placement for prefabricated reinforced concrete beam 15 with tear open
Unload transfer.
Prefabricated reinforced concrete beam 15 is fixed on soil nailing fixed body 24 by modular soil nailing 19, in order to avoid soil nailing
The movement of the position in application process of fixed body 24, influences the excacation in gutter, and the fixation of above-mentioned soil nailing fixed body 24 is set
In above-mentioned Track Pad 23, the one-pass molding rate in cast-in-place concrete gutter can be improved, prevent offset or track recess, it is ensured that
The presentation quality in gutter.
Bottom strikes off cross beam frame 25 equipped with cross beam frame vertical link 34, in order to guarantee cross beam frame vertical link 34 and bottom
Bottom is struck off cross beam frame 25 and is vertically arranged with cross beam frame vertical link 34 by the stability for striking off 25 junction structure of cross beam frame,
Stability is more preferable, further includes concreting hopper 39；Above-mentioned bottom strikes off cross beam frame 25 and is equipped with cross beam frame vertical link 34,
Above-mentioned cross beam frame vertical link 34 is connect by the upper beam that bottom strikes off cross beam frame 25 with cross beam frame vertical link 34, above-mentioned sizing
Cross beam frame is set on the inside of change side form 29 and shelves plate 26, and above-mentioned cross beam frame is shelved to be passed through between plate 26 and above-mentioned cross beam frame vertical link 34
Fixing bolt is fixed, and concreting hopper 39 is erected on the transverse slip form machine on sliding formwork track 21, is poured for gutter
Construction.
Cross beam frame vertical link 34, bottom strike off cross beam frame 25, regularization side form 29, sliding type cross beam portal frame 31, side
Mould portal frame 38 and concreting hopper 39 are formed for the gutter convenient for making gutter and keeping gutter accuracy high
Integrally formed sliding formwork system, bottom, which strikes off 25 lower part of cross beam frame and is equipped with, makes the plate of the closely knit combination of gutter underplate concrete vibrate
Device 28, bottom strike off 25 top of cross beam frame and are fixedly connected with above-mentioned regularization side form 29 and are connected by cross beam frame haulage cable 35
Sliding type cross beam portal frame 31 is connect, strikes off cross beam frame 25 to move bottom.
It is imperial that the hinged adjustable side form positioning plate 30 in 29 outside of regularization side form and top pass through haulage cable connection side form
Door frame 38.
Sliding type cross beam portal frame 31 and 38 leg of side form portal frame are equipped with mobile power device, for moving slidingtype
Crossbeam portal frame 31 and side form portal frame 38.
As shown in figure 9, integrally formed draining ditch construction method, is applied to above-mentioned integrally formed gutter；Including following step
It is rapid:
(1) preparation of construction: in scope of design, carrying out levelling of the land, prepares water power and tool, material that construction needs,
The arrangement for sufficiently performing stock ground, mixing and stirring the construction sites such as field；
(2) surveying setting-out: making gutter two sides excavating sideline using total station, excavate middle line and control elevation, according to
Vertical control point and groove middle line 3 carry out setting-out, determine gutter footing line and groove sideline 2, and reserved according to design requirement
Working face required for constructing；
(3) mounting groove has: installing regularization bucket 5 according to gutter design requirement, and according to gutter center line and ditch
The distance setting of trough rim line 2 is placed in the middle to excavate bucket tooth 10, requires adjustment Pass line adjustment riser 7 according to gutter cutting depth and scrapes slope
Device horizontal fixed plate, regularization are scraped slope device 11 and are fixed with bucket side sheet room by fixing bolt 8；
(4) channel excavation: will be centered about bucket tooth 10 and be directed at groove middle line 3, carry out gutter groove according to design requirement
Excavate, the first step carried out using regularization excavating device and slightly digs and strikes off, according to channel excavation effect carry out corresponding finishing with
And second step essence is dug；
(5) track installation: paving one layer of Track Pad 23 in gutter two sides, and it is solid to preset in Track Pad 23 soil nailing
Determine body 24, then place prefabricated reinforced concrete beam 15 on 23 top of Track Pad, prefabricated reinforced concrete beam 15 is with soil nailing
The top of the soil nailing fixed body 24 in Track Pad 23 should be placed at caulking groove 20, it afterwards will be precast reinforced using modular soil nailing 19
Concrete fin beam 15 and Track Pad 23 are fixed two-by-two；In 15 top of armored concrete beam installation sliding formwork track 21, and
Vertical sliding formwork guide plate 22 is installed, to carry sliding formwork track 21 and prevent sliding formwork track 21 on the outside of prefabricated reinforced concrete beam 15
Offset；
(6) deformation joint 42 is set: the installation band jack rafter item 41 at 42 setting of deformation joint；
(7) it two sides filling concrete: after having placed regularization side form 29, is poured using commerical ready-mixed concrete, and observed at any time
29 situation of regularization side form guarantees that regularization side form 29 does not generate sliding when operation；
(8) lower concrete is perfused: bottom is poured using commerical ready-mixed concrete；
(9) bottom, which strikes off, vibrates: bottom setting bottom strikes off cross beam frame 25, and bottom strikes off to be arranged on 25 bottom plate of cross beam frame and put down
Slab vibrator 28 opens vibration board 28 when operation；
(10) it demoulds: after the completion of pouring, being adopted when concrete strength can guarantee that its surface and corner angle are not damaged because of dismounting
De- regularization side form 29 is carried out with jack 33；
(11) jacking traction: opening the mobile power device of sliding type cross beam portal frame 31 and 38 leg of side form portal frame,
Regularization side form 29 and bottom are struck off into the traction of cross beam frame 25 to next section of job position；
(12) next section of gutter construction: the construction operation in next section of gutter is carried out in the manner described above；
(13) deformation joint is handled: being removed preset band jack rafter item 41, and is clogged with pitch hemp cut；
(14) it concrete curing: covers and sprinkles water in time according to temperature situation, conserve concrete sufficiently, reached in concrete
To before the intensity of requirement, it must not walk on concrete surface or stack weight.
Integrally formed gutter in the present embodiment using regularization bucket 5, regularization scrape slope device 11, sliding formwork track 21,
Regularization side form 29 and bottom strike off the equal gutters regularization excavating device of cross beam frame 25 and carry out gutter channel excavation, make to drain
Channel forming is fast, and time-consuming is few, can be effectively reduced the labor intensity of construction personnel, reduces project cost while shortening working hour；It adopts
It is excavated with the alignment groove middle line 3 of bucket tooth 10 is centered about, it is ensured that the precision of excavation, while continuing essence digging after thick digging and making
To consolidate, excavating sequences and manpower can be reduced, it is ensured that the quality in gutter；By using cast-in-place concrete gutter sliding formwork rail
Road can ensure the smooth degree that sliding formwork track is mobile in work progress, prevent track from sliding, and improve one in the work progress of gutter
Secondary moulding by casting rate；By be arranged integrally formed sliding formwork system be arranged can fix also also dismountable bottom strike off portal frame with
Regularization side form, slides onto next construction section by the traction of mobile gantry frame respectively after the completion of one section of construction, and whole process construction is fast
Victory is convenient, and pouring molding rate is high, has good technical benefits；
The construction method in the integrally formed gutter in the present embodiment is saved so that gutter simplifies construction procedure
It constructs working hour, reduces construction cost, excavate molding easily, operation difficulty is low, it can effectively ensure that the safety in work progress,
And gutter appearance beauty, quality is good, can effectively ensure that the using effect of gutter in use, has the gutter
Good economic technology benefit.
The foregoing description of the disclosed embodiments enables those skilled in the art to implement or use the present invention.
Various modifications to these embodiments will be readily apparent to those skilled in the art, as defined herein
General Principle can be realized in other embodiments without departing from the spirit or scope of the present invention；Therefore, of the invention
It is not intended to be limited to the embodiments shown herein, and is to fit to and the principles and novel features disclosed herein phase one
The widest scope of cause.
Although appended drawing reference in figure is used more herein: 1, excavating groove；2, groove sideline；3, groove middle line；4,
Digging machine dipper；5, regularization bucket；6, bucket Horizontal limiting plate；7, trough of belt Pass line adjustment riser；8, fixing bolt；9, bucket is excavated
Tooth；10, it is centered about bucket tooth；11, slope device is scraped in regularization；12, slope device horizontal location plate is scraped；14, it scrapes slope device and vertically connects bolt；
15, prefabricated reinforced concrete beam；16, beam connects tongue and groove；17, beam hanging ring；18, soil nailing fixation hole；19, modular soil
Nail；20, soil nailing caulking groove；21, sliding formwork track；22, vertical sliding formwork guide plate；23, Track Pad；24, soil nailing fixed body；25, bottom
Strike off cross beam frame；26, cross beam frame shelves plate；27, cross beam frame fixed plate；28, vibration board；29, regularization side form；30, may be used
Mode side form positioning plate；31, sliding type cross beam portal frame；32, portal frame bottom end plate；33, jack；34, cross beam frame is perpendicular
To connecting rod；35, cross beam frame haulage cable；37, the mobile power device of portal frame；38, side form portal frame；39, concreting
Hopper；41, band jack rafter item；42, the terms such as deformation joint, but it does not exclude the possibility of using other terms.Use these terms
It is only for the convenience of describing and explaining the nature of the invention；Be construed as any additional limitation all and be with
What spirit of that invention was disagreed.
Claims (10)
1. integrally formed gutter, including gutter ontology；It is characterized by also including regularization bucket (5), regularization to scrape slope
Device (11), sliding formwork track (21), regularization side form (29) and bottom strike off cross beam frame (25), and the sliding formwork track (21) is assemblied in
Gutter ontology two sides, the regularization side form (29) are set in the gutter ontology, and the bottom strikes off cross beam frame
(25) it is set to the gutter body bottom portion, the regularization side form (29) can be fixed at the bottom and strike off cross beam frame
(25), the bottom strikes off cross beam frame (25) connection sliding type cross beam portal frame (31) and by the sliding type cross beam portal frame
(31) traction sliding, the regularization side form connect side form portal frame (38) and are drawn by the side form portal frame (38) and slid.
2. integrally formed gutter according to claim 1, it is characterised in that: set in the gutter ontology for draining
The excavating device that ditch groove regularization is excavated, the excavating device include trough of belt fixed ring, trough of belt Pass line adjustment riser (7), dig
Machine dipper (4) and bucket Horizontal limiting plate (6), the trough of belt fixed ring are set to the regularization bucket (5) and trough of belt absolute altitude tune
It is connected between whole riser (7) and with the regularization bucket (5) by bucket pin, the regularization bucket (5) and digging machine dipper (4)
It is connected by the trough of belt Pass line adjustment riser (7) and bucket Horizontal limiting plate (6).
3. integrally formed gutter according to claim 1 or 2, it is characterised in that: the regularization bucket (5) with it is described
Gutter ontology is adapted and regularization bucket (5) digs to be equipped at shovel and excavates bucket tooth (9), excavation bucket tooth (9) center
Place is equipped with and is centered about bucket tooth (10)；The regularization scrape slope device (11) be located at regularization bucket (5) two sides and with it is described
Regularization bucket (5) is fixed by scraping slope device horizontal location plate (12), and vertically connects bolt (14) even by scraping slope device
It connects.
4. integrally formed gutter according to claim 3, it is characterised in that: sliding formwork track (21) two sides are equipped with
Prefabricated reinforced concrete beam (15), prefabricated reinforced concrete beam (15) lower part are equipped with Track Pad (23), the cunning
Mould track (21) is located at prefabricated reinforced concrete beam (15) top, and prefabricated reinforced concrete beam (15) both ends are set
Beam connection tongue and groove (16) is set, is equipped with soil nailing fixation hole (18) and soil nailing caulking groove (20) at described beam connection tongue and groove (16),
Prefabricated reinforced concrete beam (15) is fixed on soil nailing fixed body (24) by modular soil nailing (19), the soil nailing fixed body
(24) it is set in the Track Pad (23).
5. integrally formed gutter according to claim 1, it is characterised in that: further include concreting hopper (39)；
The bottom strikes off cross beam frame (25) equipped with cross beam frame vertical link (34), and the cross beam frame vertical link (34) passes through bottom
The upper beam for striking off cross beam frame (25) is connect with cross beam frame vertical link (34), is set cross beam frame on the inside of the regularization side form (29) and is put
It sets plate (26), the cross beam frame, which is shelved, to be fixed between plate (26) and the cross beam frame vertical link (34) by fixing bolt；Institute
Concreting hopper (39) are stated to erect on the transverse slip form machine being set on sliding formwork track (21).
6. integrally formed gutter according to claim 5, it is characterised in that: the cross beam frame vertical link (34), bottom
Portion strikes off cross beam frame (25), regularization side form (29), sliding type cross beam portal frame (31), side form portal frame (38) and concrete and pours
It builds hopper (39) and forms molding gutter all day sliding formwork system.
7. integrally formed gutter according to claim 6, it is characterised in that: the bottom strikes off cross beam frame (25) lower part
Equipped with the vibration board (28) for making the closely knit combination of gutter underplate concrete, top and the regularization side form (29) be connected and
Sliding type cross beam portal frame (31) are connected by wirerope.
8. integrally formed gutter according to claim 7, it is characterised in that: hinged on the outside of the regularization side form (29)
Adjustable side form positioning plate (30) and top pass through traction crossbeam frame haulage cable (35) and connect side form portal frame (38).
9. integrally formed gutter according to claim 8, it is characterised in that: the sliding type cross beam portal frame (31) with
Side form portal frame (38) leg is equipped with mobile power device.
10. integrally formed draining ditch construction method, applied to above-mentioned power 1 to any integrally formed gutter of power 9；It is special
Sign is: the following steps are included:
(1) preparation of construction: in scope of design, carrying out levelling of the land, prepares water power and tool, material that construction needs, sufficiently
It performs stock ground, mix and stir the arrangement of the construction sites such as field；
(2) surveying setting-out: gutter two sides excavating sideline is made using total station, excavates middle line and control elevation, according to elevation
Control point and groove middle line (3) carry out setting-out, determine gutter footing line and groove sideline (2), and reserved according to design requirement
Working face required for constructing；
(3) mounting groove has: installing regularization bucket (5) according to gutter design requirement, and according to gutter center line and groove
The distance setting in sideline (2) is placed in the middle to excavate bucket tooth (10), according to gutter cutting depth require adjustment Pass line adjustment riser (7) and
Slope device horizontal fixed plate is scraped, regularization is scraped slope device (11) and fixed with bucket side sheet room by fixing bolt (8)；
(4) channel excavation: it will be centered about bucket tooth (10) alignment groove middle line, gutter groove is carried out according to design requirement and is opened
Dig, using regularization excavating device carry out the first step slightly dig and strike off, modified accordingly according to channel excavation effect and
Second step essence is dug；
(5) track installation: paving one layer of Track Pad (23) in gutter two sides, and it is solid to preset in Track Pad (23) soil nailing
Determine body (24), then places prefabricated reinforced concrete beam (15) on Track Pad (23) top, prefabricated reinforced concrete beam
(15) top with the soil nailing fixed body (24) that should be placed at soil nailing caulking groove (20) in Track Pad (23), afterwards using modular
Soil nailing (19) fixes prefabricated reinforced concrete beam (15) and Track Pad (23) two-by-two；In armored concrete beam (15)
Sliding formwork track (21) are installed on top, and vertical sliding formwork guide plate (22) is installed on the outside of prefabricated reinforced concrete beam (15), to
Carrying sliding formwork track (21) simultaneously prevents sliding formwork track (21) from deviating；
(6) deformation joint is set: installation band jack rafter item (41) at deformation joint setting；
(7) two sides filling concrete: after having placed regularization side form (29), being poured using commerical ready-mixed concrete, and observation is fixed at any time
Type side form (29) situation guarantees that regularization side form (29) does not generate sliding when operation；
(8) lower concrete is perfused: bottom is poured using commerical ready-mixed concrete；
(9) bottom, which strikes off, vibrates: bottom setting bottom strikes off cross beam frame (25), and bottom strikes off to be arranged on cross beam frame (25) bottom plate and put down
Slab vibrator (28) opens vibration board (28) when operation；
(10) it demoulds: after the completion of pouring, when concrete strength can guarantee that its surface and corner angle are not damaged because of dismounting using top
It rises jack and carries out de- regularization side form (29)；
(11) jacking traction: opening the mobile power device of sliding type cross beam portal frame (31) and side form portal frame (38) leg,
Regularization side form (29) and bottom are struck off into cross beam frame (25) traction to next section of job position；
(12) next section of gutter construction: the construction operation in next section of gutter is carried out in the manner described above；
(13) deformation joint is handled: being removed preset band jack rafter item (41), and is clogged with pitch hemp cut；
(14) it concrete curing: covers and sprinkles water in time according to temperature situation, conserve concrete sufficiently, reach in concrete and want
Before the intensity asked, it must not walk on concrete surface or stack weight.
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| CN201811426392.2A CN109577453B (en) | 2018-11-27 | 2018-11-27 | Integrally-formed drainage ditch construction system and construction method thereof |
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| CN201811426392.2A CN109577453B (en) | 2018-11-27 | 2018-11-27 | Integrally-formed drainage ditch construction system and construction method thereof |
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| CN110306644A (en) * | 2019-05-23 | 2019-10-08 | 浙江沧海建设有限公司 | The construction method of municipal rain sewage diversion pipeline |
| CN110424208A (en) * | 2019-07-19 | 2019-11-08 | 杭州江润科技有限公司 | The construction method in cast-in-place gutter |
| CN111347560A (en) * | 2020-03-09 | 2020-06-30 | 黄河水利职业技术学院 | Agitating unit is used in hydraulic engineering construction |
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| CN111794343A (en) * | 2020-05-29 | 2020-10-20 | 杭州江润科技有限公司 | Construction method for connecting pipeline ditch with integrated sewer |
| CN112814116A (en) * | 2021-01-07 | 2021-05-18 | 安徽仁成建设工程有限公司 | Construction method of cast-in-situ drainage ditch |
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