CN116104026A - Cast-in-place concrete cover plate culvert trolley construction method based on stub matching method - Google Patents
Cast-in-place concrete cover plate culvert trolley construction method based on stub matching method Download PDFInfo
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- CN116104026A CN116104026A CN202211721609.9A CN202211721609A CN116104026A CN 116104026 A CN116104026 A CN 116104026A CN 202211721609 A CN202211721609 A CN 202211721609A CN 116104026 A CN116104026 A CN 116104026A
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- 238000010276 construction Methods 0.000 title claims abstract description 132
- 238000000034 method Methods 0.000 title claims abstract description 34
- 238000005266 casting Methods 0.000 claims abstract description 16
- 230000005540 biological transmission Effects 0.000 claims abstract description 10
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 6
- 230000007246 mechanism Effects 0.000 claims description 7
- 238000005507 spraying Methods 0.000 claims description 6
- 239000000725 suspension Substances 0.000 claims description 6
- 238000013461 design Methods 0.000 description 11
- 230000006872 improvement Effects 0.000 description 10
- 238000012423 maintenance Methods 0.000 description 9
- 238000011065 in-situ storage Methods 0.000 description 8
- 238000005259 measurement Methods 0.000 description 5
- 239000007921 spray Substances 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000009432 framing Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000004891 communication Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
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- 238000007789 sealing Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F5/00—Draining the sub-base, i.e. subgrade or ground-work, e.g. embankment of roads or of the ballastway of railways or draining-off road surface or ballastway drainage by trenches, culverts, or conduits or other specially adapted means
- E01F5/005—Culverts ; Head-structures for culverts, or for drainage-conduit outlets in slopes
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- 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
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
- E21D11/102—Removable shuttering; Bearing or supporting devices therefor
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- 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
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
- E21D11/105—Transport or application of concrete specially adapted for the lining of tunnels or galleries ; Backfilling the space between main building element and the surrounding rock, e.g. with concrete
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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Abstract
The invention discloses a construction method of a cast-in-place concrete cover plate culvert trolley based on a stub matching method, which comprises the following steps of S1) body-building: paving a culvert body trolley on the culvert foundation, and fixing a culvert body template by using the culvert body trolley to perform culvert body pouring; s2) suspending the body-containing template: the body-containing template is suspended by utilizing a transmission assembly on the body-containing bearing assembly; s3) covering construction: installing a cover plate trolley, binding cover plate reinforcing steel bars, pouring cover plate concrete, and curing the concrete after pouring; s4) assembling a next casting cavity: removing the cover plate die by using the disc buckle support, and moving the cover plate trolley to the next section to be constructed for preparing construction after the die removal is completed; s5) repeating the steps S1) to S4) until the construction of the whole cover plate and the culvert body is completed. The invention utilizes the stub matching, improves the engineering quality and reduces the construction period.
Description
Technical Field
The invention relates to the technical field of culvert construction, in particular to a cast-in-place concrete cover plate culvert trolley construction method based on a stub matching method.
Background
With the further improvement of modern traffic infrastructure, new roads and railway roadbeds need to span more existing roads, water systems and structures, and if a new bridge or box culvert is adopted for crossing, the construction cost is high and the construction period is long. The cover plate culvert has the advantages of high construction speed, no need of large-scale construction equipment, low cost and the like, and is widely applied. The length of the cast-in-situ cover plate culvert segments is generally designed to be 4-6 m different, and settlement joints are arranged among the segments. Construction is typically performed by a segmental casting method. The current cover plate culvert wall body construction is more constructed by adopting the traditional multi-pull-rod technology, and the construction quality is required to be further enhanced due to the fact that the pull rods are more, the construction efficiency is lower. The invention patent discloses a wall body trolley which is designed in cover plate culvert platform (CN 210370689U) capable of freely adjusting the construction span of a culvert, but the trolley cannot walk by itself, and the rigidity of the trolley is weak. The current cover plate covering plate construction is generally carried out by adopting a full framing, the framing needs to be erected for a plurality of times according to sections or the whole body, and the construction efficiency is low. The invention patent of a travelling crane formwork bent frame (CN 202121457886) for quick block construction of a cast-in-situ cover plate of a cover plate culvert adopts a hanger for construction, but the hanger rod and the hanger are required to be constructed, so that the mounting and dismounting efficiency is low.
Disclosure of Invention
The invention aims to provide a trolley for cast-in-situ cover plate culvert wall construction, which utilizes a support component and the like to enable a movable rack component and the like to be more stable in the whole construction, and the stability and the bearing are better due to the addition of the support component.
In order to achieve the technical effects, the present invention is realized by the following technical means.
The construction method of the cast-in-place concrete cover plate culvert trolley based on the stub matching method comprises the following steps,
s1) body-building pouring: paving a culvert body trolley on the culvert foundation, and fixing a culvert body template by using the culvert body trolley to perform culvert body pouring;
s2) suspending the body-containing template: the body-containing template is suspended by utilizing a transmission assembly on the body-containing bearing assembly;
s3) covering construction: installing a cover plate trolley, binding cover plate reinforcing steel bars, pouring cover plate concrete, and curing the concrete after pouring;
s4) assembling a next casting cavity: removing the cover plate die by using the disc buckle support, and moving the cover plate trolley to the next section to be constructed for preparing construction after the die removal is completed;
s5) repeating the steps S1) to S4) until the construction of the whole cover plate and the culvert body is completed.
As a further improvement of the present invention, in the step S1), the method further includes assembling a body-containing trolley, specifically: and a culvert foundation is taken as a slide rail, a travelling mechanism is arranged, and a body-containing trolley formed by assembling the upright posts and the cross braces is assembled on the travelling mechanism.
As a further improvement of the invention, the invention also comprises a transmission component formed by the chain block at the top of the body-containing trolley for suspending the body-containing template in the suspension.
As a further improvement of the invention, in the suspension of the body-containing template, the body-containing template is overlapped with the poured body-containing part, and the overlapping height is at least 60cm.
As a further improvement of the present invention, the step S2) further includes moving the body-containing trolley after suspending the body-containing template, specifically: the culvert body trolley moves to the next section of the culvert body to be constructed by utilizing the moving track on the culvert foundation.
As a further improvement of the present invention, the step S3) covers construction, and the curing of the concrete specifically includes: and curing the body-containing concrete by using a spraying system attached to the cover plate trolley.
In the assembly of the casting cavity of the next section in the step S4), the cover plate is disassembled by using a plate buckle support, wherein the cover plate is formed by a plate buckle support formed by a plurality of templates, and a plurality of bevel angle templates are arranged in the plate buckle support.
As a further improvement of the invention, in the disc buckle support, when the adjacent disc buckle support is disassembled, dislocation demoulding is carried out by utilizing the inclined surface lamination of the inclined angle template.
As a further improvement of the invention, the bottom of the body-containing trolley is provided with a supporting component, the supporting component is a travelling wheel and a supporting screw rod, and the supporting screw rod rotates to drive the body-containing trolley to move.
As a further improvement of the invention, if the span between the adjacent cover plates is less than or equal to 6m, the cover plates are disassembled when the concrete strength at least reaches 75% of the set requirement, otherwise, the cover plates are disassembled when the concrete strength reaches 100% of the set requirement.
The beneficial effects of the invention are as follows:
according to the invention, 1) the construction difficulty of the cast-in-place concrete slab culvert is reduced and the construction quality and the assembly level are improved by respectively designing the slab culvert body and the slab construction trolley. 2) And the culvert section construction is carried out by adopting a short-line matching method, so that the accuracy of on-site measurement and positioning is improved. 3) Through the trolley construction, the culvert body and the cover plate concrete can be poured sequentially, and the construction work efficiency is remarkably improved.
According to the invention, the original wall body is divided into a plurality of sections by utilizing the principle of a stub matching method, and pouring construction is carried out one by utilizing the sections.
According to the invention, the movement of the template component and the like are realized by means of the bearing track beam, compared with lifting and the like, the assembly of the components such as lifting and the like is reduced, and the lifting can be directly performed by selecting the chain block, so that the working efficiency is high, and time and labor are saved.
According to the invention, the maintenance after pouring is directly carried out through the maintenance assembly on the trolley, the maintenance assembly is not required to be assembled at one time, and one section can be maintained after one section is poured, so that the efficiency is high.
Drawings
In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described below, it being obvious that the drawings in the following description are only some embodiments of the present application, and that other drawings may be obtained according to these drawings without inventive faculty for a person skilled in the art.
FIG. 1 is a flow chart of a construction method of a cast-in-place concrete cover plate culvert trolley based on a stub matching method;
fig. 2 is an assembly diagram of the body-containing trolley and the cover plate trolley provided by the invention;
fig. 3 is a schematic structural view of a body-building trolley provided by the invention;
fig. 4 is a use state diagram of the culvert body trolley provided by the invention;
fig. 5 is a schematic structural diagram of a cover plate trolley provided by the invention;
FIG. 6 is a right side view of the decking trolley provided by the present invention;
in the figure: 100. a body bearing assembly; 110. a transmission assembly; 200. a body-containing trolley; 210. a support assembly; 300. a culvert foundation; 400. a body-building template; 500. a cover plate trolley; 510. a spraying system; 600. a disc buckle bracket; 610. a bevel template; 700. a walking mechanism; 800. a bottom die; 900. and a cover plate.
Detailed Description
In order to make the present application solution better understood by those skilled in the art, the following description will be made in detail and with reference to the accompanying drawings in the embodiments of the present application, it is apparent that the described embodiments are only some embodiments of the present application, not all embodiments. All other embodiments, which can be made by one of ordinary skill in the art based on the embodiments herein without making any inventive effort, shall fall within the scope of the present application.
It should be noted that the terms "first," "second," and the like in the description and claims of the present application and the above figures are used for distinguishing between similar objects and not necessarily for describing a particular sequential or chronological order. It is to be understood that the data so used may be interchanged where appropriate in order to describe the embodiments of the present application described herein. Furthermore, the terms "comprises," "comprising," and "having," and any variations thereof, are intended to cover a non-exclusive inclusion, such that a process, method, system, article, or apparatus that comprises a list of steps or elements is not necessarily limited to those steps or elements expressly listed but may include other steps or elements not expressly listed or inherent to such process, method, article, or apparatus.
In the present application, the terms "upper", "lower", "left", "right", "front", "rear", "top", "bottom", "inner", "outer", "middle", "vertical", "horizontal", "lateral", "longitudinal" and the like indicate an azimuth or a positional relationship based on that shown in the drawings. These terms are used primarily to better describe the present application and its embodiments and are not intended to limit the indicated device, element or component to a particular orientation or to be constructed and operated in a particular orientation.
Also, some of the terms described above may be used to indicate other meanings in addition to orientation or positional relationships, for example, the term "upper" may also be used to indicate some sort of attachment or connection in some cases. The specific meaning of these terms in this application will be understood by those of ordinary skill in the art as appropriate.
Furthermore, the terms "mounted," "configured," "provided," "connected," "coupled," and "sleeved" are to be construed broadly. For example, it may be a fixed connection, a removable connection, or a unitary construction; may be a mechanical connection, or an electrical connection; may be directly connected, or indirectly connected through intervening media, or may be in internal communication between two devices, elements, or components. The specific meaning of the terms in this application will be understood by those of ordinary skill in the art as the case may be.
It should be noted that, in the case of no conflict, the embodiments and features in the embodiments may be combined with each other. The present application will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.
Example 1
In this embodiment, the main steps in the construction are mainly described.
Referring to fig. 1-4, in this embodiment, a construction method of a cast-in-place concrete slab culvert-stock based on a stub matching method includes the following steps,
s1) body-building pouring: paving a culvert body trolley 200 on the culvert foundation 300, and fixing a culvert body template 400 by using the culvert body trolley 200 to perform culvert body pouring;
s2) suspending the body-containing template 400: the body template 400 is suspended by the transmission assembly 110 on the body bearing assembly 100;
s3) covering construction: the cover plate trolley 500 is assembled, cover plate steel bars are bound, cover plate concrete is poured, and after the pouring is completed, the concrete is subjected to curing;
s4) assembling a next casting cavity: removing the cover plate mold by using the disc buckle bracket 600, and moving the cover plate trolley 500 to the next section to be constructed for preparing construction after the mold removal is completed;
s5) repeating the steps S1) to S4) until the construction of the whole cover plate and the culvert body is completed.
In this embodiment, 1) through design apron respectively and contain body and apron construction trolley, reduced cast in situ concrete apron and contained the construction degree of difficulty, improved construction quality and assembly level. 2) And the culvert section construction is carried out by adopting a short-line matching method, so that the accuracy of on-site measurement and positioning is improved. 3) Through the trolley construction, the culvert body and the cover plate concrete can be poured sequentially, and the construction work efficiency is remarkably improved.
According to the invention, the original wall body is divided into a plurality of sections by utilizing the principle of a stub matching method, and pouring construction is carried out one by utilizing the sections.
According to the invention, the movement of the template component and the like are realized by means of the bearing track beam, compared with lifting and the like, the assembly of the components such as lifting and the like is reduced, and the lifting can be directly performed by selecting the chain block, so that the working efficiency is high, and time and labor are saved.
According to the invention, the maintenance after pouring is directly carried out through the maintenance assembly on the trolley, the maintenance assembly is not required to be assembled at one time, and one section can be maintained after one section is poured, so that the efficiency is high.
Example 2
In this embodiment, each step will be described in detail.
Furthermore, in the invention, the body-containing template is suspended, so that the body-containing template can not only give way to the cover plate before the next-stage construction, but also can not influence corresponding body-containing shielding and the like before the next-stage construction.
In order to facilitate movement and disassembly and assembly, sectional construction is performed, in the present invention, step S1) further includes assembly of a body-containing trolley 200, specifically: the culvert foundation 300 is used as a slide rail, a travelling mechanism 700 is arranged, and the culvert body trolley 200 assembled according to the upright posts and the cross braces is assembled on the travelling mechanism 700.
Further, in the suspension of the body-containing template 400, the body-containing template 400 is suspended by a transmission assembly 110 formed by a chain block at the top of the body-containing trolley 200. In this embodiment, the single track is formed by the chain block, so that the single track can hoist the body-containing templates, so that the body-containing templates on two sides of the body-containing trolley 200 are hoisted in the air, and collision with other surrounding structures is avoided. In this embodiment, the transmission assembly 110 is provided with a hook for lifting the template.
In order to ensure safety, in the suspension of the body template 400, the body template 400 is partially overlapped with the poured body, and the overlapping height is at least 60cm.
Referring to the drawings, step S2) includes moving the body-containing trolley 200 after suspending the body-containing template 400, specifically: the culvert body trolley 200 moves to the next culvert body section to be constructed using the moving track on the culvert foundation 300. In the embodiment, the track type movement greatly facilitates the movement cost of the large trolley, so that the sectional type construction is realized.
In order to improve the whole maintenance efficiency, the step S3) covers construction, and the concrete is subjected to curing specifically as follows: the body concrete is cured by using a spraying system 510 attached to the cover plate trolley 500. In this embodiment, directly utilize apron platform truck 500, add the spraying system, can spray the maintenance to apron and culvert body simultaneously, improved availability factor. In this embodiment, the cover plate trolley 500 is located between two culverts, so that it can spray directly towards the outside, thereby achieving the purpose of maintenance.
Specifically, in the assembling of the casting cavity of the next stage in the step S4), the cover plate disassembling module is performed by using the plate buckle bracket 600, wherein the cover plate is formed by a plate buckle bracket 600 formed by a plurality of templates, and a plurality of bevel angle templates 610 are arranged in the plate buckle bracket 600.
Further, in the buckle support 600, when the adjacent buckle support 600 is detached, the dislocation demolding is specifically performed by the oblique surface fitting of the oblique angle template 610.
For the convenience of moving, the bottom of the body-containing trolley 200 is provided with a supporting component 210, the supporting component is a travelling wheel and a supporting screw, and the supporting screw rotates to drive the body-containing trolley 200 to move.
In order to better ensure the construction quality, if the span between the adjacent cover plates is less than or equal to 6m, the cover plates are disassembled when the concrete strength at least reaches 75% of the set requirement, otherwise, the cover plates are disassembled when the concrete strength reaches 100% of the set requirement.
In this embodiment, in the construction of the cover plate, the body-containing trolley 200 is far away by the supporting component 210 and the rail matching, and at this time, the cover plate trolley 500 is located between two poured body-containing bodies, the bottom of the cover plate trolley is supported by the supporting screw rod, so as to move the whole cover plate trolley 500, and at this time, the cover plate 900 is supported on the cover plate trolley 500 by the bottom die 800.
Example 3
In this embodiment, the device is described in connection with construction.
Referring to fig. 1-4, in a trolley for construction of a cast-in-situ cover plate culvert wall in this embodiment, first, a shape steel is adopted as a main structure for the whole wall body of the culvert trolley 200, the main structure is a detachable rod, and construction of culverts of various sizes is realized by installing and detaching the main rod. The bottom of the trolley is provided with a speed reducing motor, so that real-time walking can be realized. The wall body template (namely, the body containing template 400) can be lifted freely by utilizing the transmission assembly 110 formed by the hand chain block on the body containing bearing assembly 100 on the body containing trolley 200, and the template is positioned and fixed by the adjustable support on the side surface of the trolley after the trolley is positioned. The cover plate construction trolley adopts the arrangement of the travelling wheels and the supporting screw rods at the bottom of the track beam, so that the travelling of the body-containing trolley is realized, the supporting screw rods are lowered after the body-containing trolley is in place, the weight of the trolley is borne by the supporting screw rods, and the travelling wheels are caused to travel by lifting the supporting screw rods during travelling. The pallet roof adopts a pallet buckle support, the pallet buckle roof adopts a conventional template, and the larger-size culvert adopts two diagonal templates. And binding cover plate reinforcing steel bars after the cover plate trolley is in place, and casting cover plate concrete according to the sections. After the concrete reaches the form removal strength, the cover plate bottom die is demolded by reducing the tray buckle jacking, the lead screw is supported at the bottom of the trolley, and the trolley is moved forward to the next casting section for construction. In order to strengthen the life-preserving of the culvert, a spray pipeline is arranged on the side face of the trolley, and the inside of the wall body of the culvert is subjected to concrete life-preserving.
The technical scheme adopted by the invention is that 1) the cover plate culvert body construction trolley capable of walking by itself and adjusting the size is designed for carrying out the culvert body construction, and the cast-in-place concrete cover plate construction trolley is designed for carrying out the cover plate construction.
2) The design of the culvert body trolley adopts section steel as a main body structure, the main body structure is a detachable rod piece, and the construction of culverts with various sizes is realized by mounting and dismounting each rod piece. The bottom of the body-containing construction trolley is provided with a speed reducing motor, so that real-time walking can be realized. The wall body template can be lifted freely by utilizing the hand chain block of the body-containing trolley, and the template is positioned and fixed by the adjustable support on the side surface of the body-containing trolley after the trolley is positioned.
3) The cover plate construction trolley adopts the structure that the travelling wheels and the supporting screw rods are arranged at the bottom of the bearing beam, so that the trolley can walk, the supporting screw rods are lowered after the trolley is in place, the weight of the trolley is borne by the supporting screw rods, and the travelling wheels walk through the lifting supporting screw rods during walking. The trolley adopts a tray buckle support, the tray buckle top adopts a conventional template, and the larger-size culvert adopts two diagonal templates.
4) And binding cover plate reinforcing steel bars after the cover plate trolley is in place, and casting cover plate concrete according to the sections. After the concrete reaches the form removal strength, the cover plate bottom die is demolded by reducing the tray buckle jacking, the lead screw is supported at the bottom of the trolley, and the trolley is moved forward to the next casting section for construction. In order to strengthen the life-preserving of the culvert, a spray pipeline is arranged on the side face of the trolley, and the inside of the wall body of the culvert is subjected to concrete life-preserving.
In the prior art, both the culvert body and the cover plate construction trolley are longer than the design length of the culvert section by more than 60cm, and the short-line matching method is utilized for operation. And after the casting of the first section is finished, the trolley is moved forward, and the construction of the next section is carried out on the basis of the cast section. The overlapping length of the template and the concrete of the upper section is not less than 60cm, and a water stop belt is arranged between the template and the upper section to prevent slurry leakage. The culvert body construction trolley and the cover plate construction trolley sequentially perform culvert section construction, each section construction is completed, and concrete curing is performed in time
The detailed construction steps in the invention are as follows:
1) Processing the trolley according to design drawings of culvert bodies and cover plate trolleys of the culverts; 2) Pouring of culvert foundation concrete is completed according to the design drawing; 3) Paving a culvert body construction trolley track on the top of a culvert foundation, and splicing the culvert body trolley by adopting hoisting equipment; 4) Checking the running condition of a culvert body trolley, positioning a culvert body template of a first section (4-6 m) of the culvert after the running condition is qualified, fixing the culvert body trolley, and pouring first-section culvert body concrete; 5) When the first section of the body-containing concrete reaches more than 2.5Mpa and the concrete does not fall off when the mould is removed, removing the template pair pull rod, and adjusting an adjustable screw rod on the top of the body-containing template to enable the body-containing template to be demoulded from the concrete; 6) Starting a hand-push running car and a hand-pulling block on the top of a bearing beam of the body-containing trolley to enable the body-containing template to be in a suspended state; 7) And starting the body-containing trolley to run to the next section of the body, overlapping the body-containing template with the poured body by more than 60cm, checking the template for sealing and positioning, and continuing the body-containing construction after the template is qualified. 8) And assembling a cover plate construction trolley at the position of the first section of the culvert body after the construction of the first section of the culvert body is finished. 9) And after the cover plate construction trolley is assembled, positioning the inspection trolley and the template, binding the first-section cover plate steel bars, and pouring first-section cover plate concrete in time after the cover plate construction trolley is qualified. In the cover plate construction process, the trolley is started in time, and the additional spraying curing system is used for curing the concrete of the culvert body. 10 After the first section of cover plate reaches the design strength requirement, the form is removed, if the span is not specified by the design and is less than 6m, the concrete can be removed when the span is more than 8m and the concrete can be removed when the span is more than 100% of the design strength. 11 The cover plate die is disassembled and adjusted through the jacking of the disc buckle support, and after the jacking is lowered, the cover plate die block is staggered by utilizing the oblique joint surface of the template, so that the rapid die stripping is realized. 12 After the cover plate construction trolley is unloaded, reversely rotating a supporting screw rod at the bottom of the trolley to force the trolley travelling wheels and pushing the cover plate construction trolley to the next construction section; after the cover plate trolley moves in place, the supporting screw rod at the bottom of the cover plate trolley is rotated, so that the supporting screw rod is stressed, and the next cover plate section construction is performed. 13 According to the same steps, the construction of the culvert body and the cover plate of the culvert is carried out until the construction of the culvert is completed, and the curing of the concrete of the culvert is carried out in time during the construction.
The invention is characterized in that: 1) Through design adjustable size's self-propelled apron culvert body construction trolley and apron construction trolley, showing the cast-in-place apron culvert construction degree of difficulty of having reduced for the construction progress, improved construction quality, improved culvert construction assembly level. 2) And the construction of the culvert body section is carried out by adopting a short-line matching method, so that the difficulty of on-site measurement and positioning is obviously reduced. 3) The trolley is utilized for construction, so that the culvert body and the cover plate are constructed synchronously and sequentially, and the construction efficiency is improved. 4) The trolley operation improves the work efficiency obviously, and simultaneously greatly improves the safety facilities and reduces the construction operation risk in the limited space.
The invention has the beneficial effects that the construction difficulty of the cast-in-situ cover plate culvert is obviously reduced and the construction quality is improved by designing the cover plate culvert wall body trolley and the cover plate trolley. The segment construction is carried out by adopting a stub matching method, so that the difficulty of on-site measurement and positioning is remarkably reduced, and the construction work efficiency is improved.
The invention is characterized in that: through design adjustable size's self-propelled apron culvert wall body platform truck and apron construction trolley, showing the cast-in-situ apron and containing the construction degree of difficulty of having reduced, improved construction quality. The segment construction is carried out by adopting a stub matching method, so that the difficulty of on-site measurement and positioning is remarkably reduced, and the construction work efficiency is improved. The trolley operation improves the work efficiency obviously, and simultaneously greatly improves the safety facilities and reduces the risk of high-altitude operation.
According to the cast-in-situ cover plate covering plate construction trolley, the travelling wheels and the supporting screw rods are arranged at the bottom of the track beam, so that the trolley can walk, the supporting screw rods are lowered after the trolley is in place, the weight of the trolley is borne by the supporting screw rods, and the travelling wheels walk by lifting the supporting screw rods during walking. The pallet roof adopts a pallet buckle support, the pallet buckle roof adopts a conventional template, and the larger-size culvert adopts two diagonal templates. And binding cover plate reinforcing steel bars after the cover plate trolley is in place, and casting cover plate concrete according to the sections. After the concrete reaches the form removal strength, the cover plate bottom die is demolded by reducing the tray buckle jacking, the lead screw is supported at the bottom of the trolley, and the trolley is moved forward to the next casting section for construction. In order to strengthen the life-preserving of the culvert, a spray pipeline is arranged on the side face of the trolley, and the inside of the wall body of the culvert is subjected to concrete life-preserving.
The trolley has good overall stability, large transverse rigidity, easy positioning and difficult deformation in the construction process. The number of the counter-pulling holes of the templates is obviously reduced, and the overall construction quality of the wall concrete is obviously improved by adopting the overall templates. The trolley is assembled in place once without secondary assembly, so that the difficulty of assembling the high-altitude template is obviously reduced. The trolley is simple in design and structure, convenient to operate and free of large labor force. Safety protection is in place, and the risk of high-altitude operation in construction is reduced. The mechanical operation is adopted to obviously improve the construction efficiency, further improve the construction quality and greatly save the construction cost.
The foregoing description is only of the preferred embodiments of the present application and is not intended to limit the same, but rather, various modifications and variations may be made by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principles of the present application should be included in the protection scope of the present application.
Claims (10)
1. The construction method of the cast-in-place concrete cover plate culvert trolley based on the stub matching method is characterized by comprising the following steps of,
s1) body-building pouring: paving a culvert body trolley on the culvert foundation, and fixing a culvert body template by using the culvert body trolley to perform culvert body pouring;
s2) suspending the body-containing template: the body-containing template is suspended by utilizing a transmission assembly on the body-containing bearing assembly;
s3) covering construction: installing a cover plate trolley, binding cover plate reinforcing steel bars, pouring cover plate concrete, and curing the concrete after pouring;
s4) assembling a next casting cavity: removing the cover plate die by using the disc buckle support, and moving the cover plate trolley to the next section to be constructed for preparing construction after the die removal is completed;
s5) repeating the steps S1) to S4) until the construction of the whole cover plate and the culvert body is completed.
2. The construction method of the cast-in-place concrete cover plate culvert trolley based on the stub matching method according to claim 1, wherein in the step S1) of body casting, the method further comprises the steps of assembling the body trolley, specifically: and a culvert foundation is taken as a slide rail, a travelling mechanism is arranged, and a body-containing trolley formed by assembling the upright posts and the cross braces is assembled on the travelling mechanism.
3. The construction method of the cast-in-place concrete cover plate culvert trolley based on the stub matching method according to claim 1, further comprising the step of suspending a culvert template, wherein the culvert template is suspended by a transmission assembly formed by a chain block at the top of the culvert trolley.
4. The construction method of the cast-in-place concrete cover plate culvert trolley based on the stub matching method according to claim 1, wherein in the suspension of the culvert body template, the culvert body template is partially overlapped with a poured culvert body, and the overlapping height is at least 60cm.
5. The construction method of the cast-in-place concrete cover plate culvert trolley based on the stub matching method according to claim 1, wherein the step S2) further comprises the movement of the culvert trolley after the suspension of the culvert template, specifically: the culvert body trolley moves to the next section of the culvert body to be constructed by utilizing the moving track on the culvert foundation.
6. The construction method of the cast-in-place concrete slab culvert trolley based on the stub matching method according to claim 1, wherein the step S3) covers construction, and the concrete is subjected to curing specifically: and curing the body-containing concrete by using a spraying system attached to the cover plate trolley.
7. The construction method of the cast-in-place concrete cover plate culvert trolley based on the stub matching method according to claim 1, wherein in the assembly of the casting cavity of the next section in the step S4), a cover plate is disassembled by using a plate buckle bracket, the cover plate is formed by a plate buckle bracket formed by a plurality of templates, and a plurality of bevel angle templates are arranged in the plate buckle bracket.
8. The construction method of the cast-in-place concrete cover plate culvert trolley based on the stub matching method according to claim 7, wherein in the dish buckle support, dislocation demoulding is carried out by specifically utilizing inclined plane fitting of an inclined angle template when the adjacent dish buckle support is detached.
9. The construction method of the cast-in-place concrete cover plate culvert trolley based on the stub matching method according to claim 1, wherein a supporting component is arranged at the bottom of the culvert trolley, the supporting component is a travelling wheel and a supporting screw rod, and the supporting screw rod rotates to drive the culvert trolley to move.
10. The construction method of the cast-in-place concrete cover plate culvert trolley based on the stub matching method according to claim 1, wherein if the span between adjacent cover plates is less than or equal to 6m, the cover plates are removed when the concrete strength at least reaches 75% of the set requirement, otherwise, the cover plates are removed when the concrete strength reaches 100% of the set requirement.
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| CN202211721609.9A CN116104026A (en) | 2022-12-30 | 2022-12-30 | Cast-in-place concrete cover plate culvert trolley construction method based on stub matching method |
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| CN202211721609.9A CN116104026A (en) | 2022-12-30 | 2022-12-30 | Cast-in-place concrete cover plate culvert trolley construction method based on stub matching method |
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Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203834373U (en) * | 2014-05-29 | 2014-09-17 | 葛洲坝集团第一工程有限公司 | Lifting movement mold carriage trolley for box culvert side wall formwork |
| KR20140122103A (en) * | 2013-04-09 | 2014-10-17 | 장영미 | In-site Concrete Culverts with assembled Partial Precast Concrete and In-Site Molding Apparatus for manufacturing it |
| CN106906758A (en) * | 2017-04-27 | 2017-06-30 | 中交二公局东萌工程有限公司 | A kind of culvert fluid pressure type entire combination moving die plate |
| CN208717763U (en) * | 2018-08-27 | 2019-04-09 | 中国葛洲坝集团第六工程有限公司 | A kind of cast-in-place box culvert rapid molding device |
| CN110374632A (en) * | 2019-07-15 | 2019-10-25 | 中铁工程装备集团隧道设备制造有限公司 | Shield tunnel synchronization lining wholecircle formwork jumbo and construction method |
| KR20210054303A (en) * | 2019-11-05 | 2021-05-13 | 주식회사 서진기계 | Concrete lining formwork for tunnels with sloped construction |
| CN113235472A (en) * | 2021-05-18 | 2021-08-10 | 中国水利水电第七工程局有限公司 | Concrete placement platform truck is contained to apron |
| CN218091993U (en) * | 2022-07-14 | 2022-12-20 | 湖北交投建设集团有限公司 | Non-pull rod culvert hydraulic template maintenance integrated machine |
| CN219240333U (en) * | 2022-12-30 | 2023-06-23 | 中交二公局东萌工程有限公司 | Trolley for construction of cover culvert |
| CN219260758U (en) * | 2022-12-30 | 2023-06-27 | 中交二公局东萌工程有限公司 | Trolley for cast-in-situ cover plate culvert wall construction |
-
2022
- 2022-12-30 CN CN202211721609.9A patent/CN116104026A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20140122103A (en) * | 2013-04-09 | 2014-10-17 | 장영미 | In-site Concrete Culverts with assembled Partial Precast Concrete and In-Site Molding Apparatus for manufacturing it |
| CN203834373U (en) * | 2014-05-29 | 2014-09-17 | 葛洲坝集团第一工程有限公司 | Lifting movement mold carriage trolley for box culvert side wall formwork |
| CN106906758A (en) * | 2017-04-27 | 2017-06-30 | 中交二公局东萌工程有限公司 | A kind of culvert fluid pressure type entire combination moving die plate |
| CN208717763U (en) * | 2018-08-27 | 2019-04-09 | 中国葛洲坝集团第六工程有限公司 | A kind of cast-in-place box culvert rapid molding device |
| CN110374632A (en) * | 2019-07-15 | 2019-10-25 | 中铁工程装备集团隧道设备制造有限公司 | Shield tunnel synchronization lining wholecircle formwork jumbo and construction method |
| KR20210054303A (en) * | 2019-11-05 | 2021-05-13 | 주식회사 서진기계 | Concrete lining formwork for tunnels with sloped construction |
| CN113235472A (en) * | 2021-05-18 | 2021-08-10 | 中国水利水电第七工程局有限公司 | Concrete placement platform truck is contained to apron |
| CN218091993U (en) * | 2022-07-14 | 2022-12-20 | 湖北交投建设集团有限公司 | Non-pull rod culvert hydraulic template maintenance integrated machine |
| CN219240333U (en) * | 2022-12-30 | 2023-06-23 | 中交二公局东萌工程有限公司 | Trolley for construction of cover culvert |
| CN219260758U (en) * | 2022-12-30 | 2023-06-27 | 中交二公局东萌工程有限公司 | Trolley for cast-in-situ cover plate culvert wall construction |
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