CN118207905A - A template system and construction process for comprehensive pipe gallery construction - Google Patents

A template system and construction process for comprehensive pipe gallery construction Download PDF

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Publication number
CN118207905A
CN118207905A CN202410312100.1A CN202410312100A CN118207905A CN 118207905 A CN118207905 A CN 118207905A CN 202410312100 A CN202410312100 A CN 202410312100A CN 118207905 A CN118207905 A CN 118207905A
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China
Prior art keywords
formwork
trolley
construction
template
formworks
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CN202410312100.1A
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Chinese (zh)
Inventor
关英俊
刘栋
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China 19th Metallurgical Group Corp
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China 19th Metallurgical Group Corp
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Priority to CN202410312100.1A priority Critical patent/CN118207905A/en
Publication of CN118207905A publication Critical patent/CN118207905A/en
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Oil, Petroleum & Natural Gas (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

The invention discloses a formwork system for comprehensive pipe gallery construction and a construction process, wherein the formwork system comprises a plurality of inner side trolley formworks and outer side trolley formworks arranged on two sides of the inner side trolley formworks, each outer side trolley formwork comprises an outer side formwork, a first running mechanism is arranged below each outer side formwork and used for supporting the outer side formworks and moving and guiding the outer side formworks, a second running mechanism is arranged above each outer side formwork and used for pulling the outer side formworks and moving and guiding the outer side formworks towards one side of a model cavity. The first running mechanism and the second running mechanism are arranged on the outer side template, so that the moving process of the outer side template becomes more efficient and stable, and the construction efficiency is improved; the outer side template is more stable in the moving process by supporting and moving guiding through the first running mechanism and the second running mechanism; the structure is more compact and reasonable, the construction requirement is met without excavating too large caliber, and the construction difficulty is reduced.

Description

Template system for comprehensive pipe rack construction and construction process
Technical Field
The invention relates to the technical field of comprehensive pipe rack construction, in particular to a template system for comprehensive pipe rack construction and a construction process.
Background
The urban comprehensive pipe rack is a pipeline public tunnel built underground in a city, more than two municipal pipelines such as electric power, communication, fuel gas, water supply, heating power, water drainage and the like are intensively laid in the tunnel, and unified planning, design, construction and maintenance are implemented. Underground pipe galleries are also known in China as "common pipes and utility ditches". In the pouring construction of the underground comprehensive pipe rack, the template trolley is a construction instrument which is very widely applied, the pouring efficiency of the template trolley is 30% higher than that of the traditional template, the die filling and stripping speeds are 2-3 times faster, and the manpower is 1/5 of that of the traditional template.
The template trolley comprises an inner template and outer templates arranged on two sides of the inner template, the inner template moves through the trolley, the outer templates are installed at corresponding positions when the inner templates move in place, the outer templates are removed after pouring is completed, the inner templates move to the next construction section, and then the outer templates are installed. In the construction process, the outer side template needs to be repeatedly installed and detached along with the movement of the inner side template. Some outside templates of the template trolley are provided with travelling mechanisms which are arranged at the top of the pipe gallery or outside the outside templates. In the moving process, the part which is not poured is required to be moved, the outer side template is supported by the reinforcement cage, the support force of the reinforcement cage is limited, and the walking is unstable; the latter running gear is bulky, removes inconveniently, and in order to have sufficient construction space, the bore of excavation is great, and the construction degree of difficulty is great.
The above disadvantages are to be improved.
Disclosure of Invention
In order to solve or alleviate the problem that the outside template is inconvenient to move stably in the prior art, the invention provides a template system for comprehensive pipe rack construction and a construction process.
The technical scheme of the invention is as follows:
The utility model provides a template system is used in utility tunnel construction, is in including a plurality of inboard platform truck templates and setting the outside platform truck template of inboard platform truck template both sides, outside platform truck template includes outside template, the below of outside template is provided with first running gear, first running gear is used for supporting outside template and the removal direction of outside template, the top of outside template is provided with second running gear, second running gear is used for to drawing to model chamber one side outside template and the removal direction of outside template.
Further, first running gear includes first translation guide rail, be provided with a plurality of truckle supports on the first translation guide rail, rotate on the truckle support and be connected with the truckle, the truckle outer disc is provided with V type groove, the truckle top be provided with V type groove complex V type track, V type track with outside template is connected.
Further, a demoulding mechanism is arranged on the first running mechanism, the demoulding mechanism comprises a sliding support, a crank is rotationally connected to the sliding support, the crank is in threaded connection with the first translation guide rail, and the crank is rotated to drive the first translation guide rail to slide on the sliding support so as to adjust the position of the outer side template.
Further, the second running gear include with the link that outside template top is connected, the first end activity of link is provided with the running roller support, be provided with two running roller seats of setting relatively on the running roller support, the running roller seat with pass through bolted connection between the running roller support, the bolt be in the running roller seat with the cover is equipped with the spring between the running roller support, rotate on the running roller seat and be connected with the butt clamp running roller of vertical setting, two be provided with the second translation guide rail between the butt clamp running roller, second translation guide rail bottom is provided with first connecting seat, the bottom of first connecting seat is provided with the buried pole.
Further, the second end of link is provided with the adapter sleeve, be provided with the dead lever on the outside template, the adapter sleeve movable sleeve is established on the dead lever, be in on the dead lever the below of adapter sleeve is provided with first stopper, be provided with first spacing hole on the first stopper, be provided with the second stopper on the adapter sleeve, be provided with the spacing hole of second on the second stopper, first spacing hole with be provided with spacing fastener in the spacing hole of second.
Further, inboard platform truck template includes the platform truck frame, platform truck frame top is provided with the cope match-plate pattern, the cope match-plate pattern both sides are articulated to have the corner template, platform truck frame both sides are provided with the side form, the top of side form with be provided with the quick-release piece of connecting the two between the bottom of corner form, the side form with the sealed butt of corner form contact surface.
Further, a first connecting plate is arranged at the bottom of the corner template, a plurality of first connecting holes are formed in the first connecting plate, a second connecting plate in contact with the first connecting plate is arranged at the top of the side template, a plurality of second connecting holes in one-to-one correspondence with the first connecting holes are formed in the second connecting plate, and the quick-release piece penetrates through the first connecting holes and the second connecting holes to connect the first connecting plate and the second connecting plate;
the top of sideform board is provided with the storage tank, be provided with the sealing member in the storage tank, the height of sealing member is not less than the degree of depth of storage tank.
Further, the bottom of platform truck frame is provided with running gear, running gear includes hydraulic motor, hydraulic motor transmission is connected with the action wheel, the platform truck frame is in action wheel one side rotates and is connected with from the driving wheel, the action wheel with from the driving wheel below to be provided with the track.
Further, the trolley frame bottom is provided with walking stop gear, walking stop gear includes the crossbeam, the crossbeam slides down and is provided with the carriage, be provided with slide bar and bi-directional screw on the carriage, be provided with two sections screw threads that revolve to different directions on the bi-directional screw, slide on the slide bar and set up two sliding plates, two the sliding plate respectively with two sections screw threads of bi-directional screw connect soon, one side that two sliding plates are relative rotates respectively is provided with the pulley, rotates bi-directional screw drive two the pulley is close to each other with the track block or keep away from each other with the track separation.
The utility tunnel construction process, which is applied to the template system for utility tunnel construction, comprises the following process steps:
S1, preparation of construction: according to the construction diagram, a site lofting pipe gallery is designed to excavate an opening line of a side slope, a reverse construction method is adopted to excavate, and a section of support is excavated;
S2, pouring a bottom plate: setting up a bottom plate cavity by adopting a shaping steel template, embedding finish rolling screw steel in the bottom plate cavity, and pouring the finish rolling screw steel to the elevation;
s3, installing a template system: paving a track on a bottom plate, hoisting an inner side template trolley onto the track, driving the inner side template trolley to a preset construction position through a hydraulic motor, installing outer side template trolleys on two sides of the inner side template trolley, installing end templates on two ends of the inner side trolley templates and the outer side trolley templates, embedding finish rolling screw steel in a mold cavity, and pouring a wall body and a top plate;
s4, moving a template system: and demolding the inner side template trolley, the outer side trolley template and the end template, driving the inner side template trolley to move through a hydraulic motor, and pulling the outer side trolley template to move through a winch.
According to the scheme, the first running mechanism and the second running mechanism are arranged on the outer side template, so that the moving process of the outer side template becomes more efficient and stable, the time and labor required for installation and disassembly are reduced, the whole construction process is smoother, and the construction efficiency is remarkably improved. Secondly, the construction stability is enhanced. Traditional outside template design often relies on the steel reinforcement cage to support, and holding power is limited and the walking is unstable. In the technology, the outer side template is supported and moved and guided through the first running mechanism and the second running mechanism, so that the outer side template is more stable in the moving process, and the construction accident risk caused by instability is reduced. Furthermore, the construction space requirements are optimized. Because the running mechanism is arranged on the upper side and the lower side of the outer side template, the structure is more compact and reasonable, the requirement of construction is met by not excavating too large caliber, the influence on the surrounding environment is reduced, the construction difficulty is reduced, the construction space is effectively utilized, the construction efficiency is improved, and meanwhile, the construction cost is reduced.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are needed in the embodiments or the description of the prior art will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and that other drawings can be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic diagram of the front view of a form system of the present invention;
FIG. 2 is a schematic diagram of the front structure of an inner trolley form in the invention;
FIG. 3 is a schematic view of the structure of the driving wheel of the invention;
FIG. 4 is a schematic view of the structure of the driven wheel of the invention;
FIG. 5 is a schematic view of the travel limit mechanism of the present invention;
FIG. 6 is a schematic view of the leg structure of the invention;
FIG. 7 is a schematic elevational view of the outer trolley form of the present invention;
FIG. 8 is a schematic side view of an outer trolley form in accordance with the present invention;
FIG. 9 is a schematic view of a first running gear of the present invention;
FIG. 10 is a schematic elevational view of a second running gear of the present invention;
FIG. 11 is a schematic perspective view of a second running gear according to the present invention;
FIG. 12 is an enlarged view of the structure of FIG. 2A;
FIG. 13 is an enlarged view of the structure at B in FIG. 9;
FIG. 14 is an enlarged view of the structure of FIG. 8 at C;
Fig. 15 is a step diagram of the construction process according to the present invention.
Wherein, each reference sign in the figure: 100. an inner trolley template; 101. a carriage frame; 102. a top template; 103. a corner template; 104. a first connection plate; 105. a first connection hole; 106. a side form; 107. a second connecting plate; 108. a second connection hole; 109. a receiving groove; 110. a seal; 111. a quick release; 112. a walking mechanism; 113. a hydraulic motor; 114. a driving wheel; 115. driven wheel; 116. a track; 117. a walking limiting mechanism; 118. a cross beam; 119. a carriage; 120. a slide bar; 121. a bidirectional screw; 122. a sliding plate; 123. a pulley; 124. a support leg; 125. a lifting hydraulic cylinder; 126. a hydraulic lock; 127. a backing plate; 128. a translation mechanism; 129. a translation hydraulic cylinder; 130. positioning a hydraulic cylinder;
200. An outer trolley template; 201. an outer template; 202. a transverse back ridge; 203. a skeleton; 204. a pattern plate; 205. a third connecting plate; 206. a fourth connecting plate; 207. a third connection hole; 208. a fourth connection hole; 209. a first running mechanism; 210. a first translation rail; 211. a caster bracket; 212. casters; 213. a V-shaped track; 214. a second running mechanism; 215. a connecting frame; 216. connecting sleeves; 217. a second limiting block; 218. a fixed rod; 219. a first limiting block; 220. a limit fastener; 221. a roller bracket; 222. a roller seat; 223. a spring; 224. a butt-clamping roller; 225. a second translation rail; 226. a connecting seat; 227. embedding a rod; 228. a demoulding mechanism; 229. a sliding support; 230. and (5) a crank.
Detailed Description
In order to make the technical problems, technical schemes and beneficial effects to be solved more clear, the invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the invention.
It will be understood that when an element is referred to as being "mounted" or "disposed" or "connected" to another element, it can be directly or indirectly on the other element. The directions or positions indicated by the terms "upper", "lower", "left", "right", "front", "rear", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. are directions or positions based on the drawings, and are merely for convenience of description and are not to be construed as limiting the present technical solution. The terms "first," "second," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features. The meaning of "multiple" is two or more, unless explicitly defined otherwise. The meaning of "a number" is one or more than one, unless specifically defined otherwise.
As shown in fig. 1, 7 and 8, a formwork system for utility tunnel construction according to an embodiment of the present invention includes a plurality of inner side trolley formworks 100 and outer side trolley formworks 200 disposed at both sides of the inner side trolley formworks 100, the outer side trolley formworks 200 include outer side formworks 201, a first running mechanism 209 is disposed below the outer side formworks 201, the first running mechanism 209 is used for supporting the outer side formworks 201 and moving guidance of the outer side formworks 201, a second running mechanism 214 is disposed above the outer side formworks 201, and the second running mechanism 214 is used for drawing the outer side formworks 201 and moving guidance of the outer side formworks 201 toward one side of a mold cavity.
In this embodiment, by providing the first running mechanism 209 and the second running mechanism 214 on the outer side template 201, the moving process of the outer side template 201 becomes more efficient and stable, reducing the time and labor required for installation and disassembly, making the whole construction flow smoother, thereby significantly improving the construction efficiency. Secondly, the construction stability is enhanced. Traditional outside form 201 designs often rely on reinforcement cage support, with limited support forces and unstable walking. In the above technology, the outer side template 201 is supported and moved by the first running mechanism 209 and the second running mechanism 214, so that the outer side template 201 is more stable in the moving process, and the risk of construction accidents caused by instability is reduced. Furthermore, the construction space requirements are optimized. Because the running mechanism is arranged on the upper side and the lower side of the outer side template 201, the structure is more compact and reasonable, the requirement of construction is met by not excavating too large caliber, the influence on the surrounding environment is reduced, the construction difficulty is reduced, the construction space is effectively utilized, the construction efficiency is improved, and meanwhile, the construction cost is reduced.
As shown in fig. 9 and 13, in a preferred embodiment, the first running mechanism 209 includes a first translation rail 210, a plurality of caster brackets 211 are provided on the first translation rail 210, casters 212 are rotatably connected to the caster brackets 211, V-shaped grooves are provided on the outer circumferential surface of the casters 212, V-shaped rails 213 cooperating with the V-shaped grooves are provided above the casters 212, and the V-shaped rails 213 are connected to the outer side mold 201.
In construction, first, the first translation rail 210 is installed at a predetermined position according to the construction requirement and the size of the outside form 201. It is ensured that the first running mechanism 209 can smoothly support the movement of the outside template 201. Next, a plurality of caster brackets 211 are mounted on the first translation rail 210, and casters 212 are rotatably connected to each caster bracket 211, the casters 212 enabling the outside mold 201 to be smoothly moved by rolling of the casters 212. The outer circumferential surface of each caster 212 is provided with a V-shaped groove which mates with a V-shaped rail 213 provided on the outer form 201. During installation, alignment of the V-grooves with the V-tracks 213 is ensured so that they can mate tightly, achieving a stable guiding action.
In this embodiment, the caster 212 is provided to enable the outer template 201 to easily move on the first translation rail 210, so that rapid and flexible movement is achieved, the construction period is greatly shortened, and the construction efficiency is improved. Through the cooperation of V type groove and V type track 213, first running gear 209 provides more stable support and direction for outside template 201, has reduced the template effectively and has rocked and the skew in the removal in-process, has improved the accuracy and the security of construction. The first running mechanism 209 adopts a modularized design, and can be flexibly adjusted according to different construction requirements and template sizes, so that the running mechanism can be suitable for various utility tunnel construction scenes and has wide applicability.
In a preferred embodiment, as shown in fig. 13, a demoulding mechanism 228 is provided on the first running mechanism 209, the demoulding mechanism 228 comprises a sliding support 229, a crank 230 is rotatably connected to the sliding support 229, the crank 230 is in threaded connection with the first translation rail 210, and the rotation crank 230 drives the first translation rail 210 to slide on the sliding support 229 for adjusting the position of the outer template 201.
Before casting, the constructor drives the first rail 210 to slide on the slide support 229 by rotating the crank 230. Because of the threaded connection between the crank 230 and the first translating rail 210, rotation of the crank 230 can precisely control the distance and direction of movement of the first translating rail 210. In this way, the constructor can move the outside form 201 to a predetermined position to form a mold cavity with the inside form 106, ready for the pouring work.
After the pouring is completed, after the concrete is solidified, the constructor performs demoulding operation again by using the demoulding mechanism 228. By rotating the crank 230, the first translating rail 210 is driven to move the outer form 201 away from the cast wall. Due to the stability and accuracy of the threaded connection, the outside form 201 can be moved smoothly and accurately, achieving the demolding process.
In this embodiment, the demolding mechanism 228 is provided to facilitate and simplify the movement of the outer template 201, so that a constructor can complete the movement and positioning of the template by only rotating the crank 230, and complicated manual operation is not required. The rapid and accurate movement function of the demoulding mechanism 228 greatly shortens the construction period and improves the construction efficiency. Before pouring, constructors can rapidly position the templates; after pouring is completed, constructors can rapidly perform demoulding operation of the templates, and construction efficiency is improved. Through the threaded connection of the crank 230 and the first translation guide rail 210, a constructor can accurately control the moving distance and direction of the outer side template 201, accurate positioning is achieved, accurate matching between the outer side template 201 and the inner side template 106 is facilitated, and molding quality of a mold cavity is improved.
In practical application, the driving mode of the demoulding mechanism 228 can be set according to construction requirements, so that the construction efficiency and the convenience of operation are improved. Such as by using a motor to drive the crank 230 or by using a hydraulic cylinder to move the outer form 201.
When the crank 230 is rotated by the motor, a motor is first installed near the slide support 229, and the power of the motor is transmitted to the crank 230 through a transmission device, such as a gear, a belt, etc., to ensure a stable and reliable connection between the transmission device and the crank 230. Before and after pouring, the starting motor drives the crank 230 to rotate, thereby driving the first translation rail 210 and the outer side template 201 to move. Automated operation of the stripping mechanism 228 is achieved by employing a motor to drive rotation of the crank 230. The constructor only needs to control the motor to automatically finish the movement and positioning work of the template, the motor driving mode can quickly respond, the quick movement of the template is realized, compared with manual operation, the motor driving can greatly improve the construction efficiency, and the construction period is shortened. The manual operation complexity is reduced, the rotating speed and the rotating direction of the motor can be accurately controlled, so that the accurate control of the moving speed and the distance of the template is realized, and the accuracy of template positioning and the construction efficiency are improved.
When the outer side template 201 is driven to move by the hydraulic cylinder, the hydraulic cylinder is installed between the outer side template 201 and the sliding support 229, and the telescopic rod of the hydraulic cylinder is firmly connected with the outer side template 201 through the connecting piece, so that the telescopic rod of the hydraulic cylinder can move synchronously with the outer side template 201. Before pouring and after pouring, the telescopic movement of the hydraulic cylinder is controlled, so that the outer side template 201 is driven to move and position. The hydraulic cylinder has high thrust and stability, and can easily drive the movement of the outer side template 201. Even when encountering construction environment with large resistance, the hydraulic cylinder can keep stable telescopic movement, and the stability of the movement of the outer side template 201 is ensured.
As shown in fig. 11 and 12, in a preferred embodiment, the second running mechanism 214 includes a connecting frame 215 connected to the top of the outer side template 201, a roller support 221 is movably disposed at a first end of the connecting frame 215, a first adjusting hole is disposed on the connecting frame 215, a second adjusting hole is disposed on the roller support 221, the first adjusting hole or the second adjusting hole is a kidney-shaped hole, an adjusting fastener is disposed in the first adjusting hole and the second adjusting hole in a penetrating manner, the roller support 221 includes a cross bar and vertical bars disposed at two ends of the bottom of the cross bar, opposite sides of the two vertical bars are respectively provided with a roller seat 222 disposed opposite to each other, the roller seat 222 and the roller support 221 are connected through bolts, a spring 223 is sleeved between the roller seat 222 and the roller support 221 by the bolts, a vertically disposed opposite clamping roller 224 is rotatably connected to the roller seat 222, a second sliding guide 225 is disposed between the two opposite clamping roller seats 224, a second connecting seat 226 is disposed at the bottom of the second sliding guide 225, an embedded bar 227 is disposed at the bottom of the first connecting seat 226, and the embedded bar 227 is connected to a cage in the mold by welding or a tie bar 227.
In the construction preparation stage, first, a roller bracket 221 is installed at a first end of the connecting frame 215, a pair of clamping rollers 224 is installed on a roller seat 222 through a rotating shaft, and the roller seat 222 is connected with a vertical rod through bolts. A spring 223 is sleeved outside the bolt between the roller seat 222 and the vertical rod, the spring 223 pushes the roller seat 222, so that the opposite clamping roller 224 is always kept in contact with the first translation guide rail 210, stability and reliability of the opposite clamping roller 224 in the moving process are ensured, and then the connecting frame 215 is connected with the top of the outer side template 201. A first translating rail 210 is provided between the nip rollers 224, the first translating rail 210 providing accurate guidance for movement of the outer form 201. The bottom of the first translation guide rail 210 is provided with a connecting seat 226, before pouring, an embedded rod 227 at the bottom of the connecting seat 226 is connected with a reinforcement cage in the mold cavity, the connection between the embedded rod 227 and the reinforcement cage can be realized through welding or binding, and the concrete method is selected according to the actual condition of the site and engineering requirements. After pouring, the embedded bars 227 are stably connected with the coagulated concrete, so that the stability of the first translation guide rail 210 is ensured, and the outside template 201 can be stably moved.
When moving, the outside template 201 can be moved by the first running mechanism 209. At this time, the two opposite clamping rollers 224 are clamped at two sides of the first translation rail 210, and smoothly advance along the first translation rail 210 to drive the outer side mold 201 to move to the next casting position.
In this embodiment, the first running gear 209 improves stability of the outside form 201 during movement. The matched use of the opposite clamping roller 224 and the first translation guide rail 210 ensures the stability and accuracy of the movement of the template, and effectively reduces the shaking and offset of the outer template 201 in the moving process.
As shown in fig. 11 and 12, in a preferred embodiment, a connecting sleeve 216 is disposed at a second end of the connecting frame 215, a fixing rod 218 is disposed on the outer side template 201, the connecting sleeve 216 is movably sleeved on the fixing rod 218, a first limiting block 219 is disposed on the fixing rod 218 below the connecting sleeve 216, a first limiting hole is disposed on the first limiting block 219, a second limiting block 217 is disposed on the connecting sleeve 216, a second limiting hole is disposed on the second limiting block 217, and limiting fasteners 220 are disposed in the first limiting hole and the second limiting hole.
During installation, first limiting holes are formed in the first limiting blocks 219, then the first limiting blocks 219 are installed on the outer sides of the fixing rods 218, and the first limiting blocks 219 are fixed on the fixing rods 218 in a welding mode to ensure connection stability. And then the mounting rod is fixed at a proper position according to the structure and stress requirements of the outer side template 201, and the mounting rod is connected with the outer side template 201 by bolts or welded, so that firm and reliable connection between the mounting rod and the outer side template 201 is ensured. Subsequently, the second end of the connecting frame 215 is aligned with the fixing rod 218, and the connecting sleeve 216 is sleeved on the fixing rod 218, so that the connecting frame 215 can freely rotate around the fixing rod 218. A second limiting block 217 is welded on the connecting sleeve 216, and a second limiting hole is arranged on the second limiting block 217. The size and position of the second limiting hole are matched with those of the first limiting hole, so that the follow-up limiting fastener 220 can be inserted smoothly and can perform a limiting function.
During pouring, the connecting frame 215 is far away from the pouring area, so that concrete slurry is prevented from adhering to the connecting frame 215, and the connecting frame 215 can be guaranteed to rotate normally. After casting, the link 215 is rotated so that the pinch rollers 224 move over the first translating rail 210, and the downward movement clamps the pinch rollers 224 to both sides of the first translating rail 210. At this time, the first limiting hole is aligned with the second limiting hole, and the limiting fastener 220 is inserted into the first limiting hole and the second limiting hole, so as to limit the relative position of the connecting frame 215 and the fixing rod 218. The limit fastener 220 can be a limit bolt or a limit pin, and the selection of the limit fastener 220 is determined according to actual requirements and construction environments, so that the limit fastener is ensured to have enough strength to bear various loads generated in the moving process of the template.
In this embodiment, through the arrangement of the connecting sleeve 216, the fixing rod 218 and the limiting structure, the connection between the connecting frame 215 and the outer side template 201 becomes very stable, so that the stability of the outer side template 201 in the moving process can be ensured, and the construction problem caused by loose connection can be reduced. The connecting sleeve 216 and the fixing rod 218 make the connecting process simple and quick, and constructors only need to sleeve the connecting sleeve 216 on the fixing rod 218 and fix the connecting sleeve through the limiting fastener 220, so that the installation steps are simple. The fit between the connecting sleeve 216 and the fixing rod 218 has a certain adjustability, so that the position of the connecting frame 215 can be properly adjusted according to actual needs. The stable connecting structure not only ensures the stability of the template, but also improves the construction safety.
As shown in fig. 7, 8 and 14, in a preferred embodiment, the outside mold plate 201 includes a lateral back ridge 202, a first side of the lateral back ridge 202 is provided with a skeleton 203, a first side of the skeleton 203 is provided with a mold plate 204, and a mold surface of the mold plate 204 is provided with a mold release portion.
The framework 203 comprises horizontal rods, vertical rods and a frame, and the framework 203 is mainly used for enhancing the overall strength of the outer side template 201 and providing support for the transverse back ridge 202 and the template plate 204. The transverse back ridge 202 is used for bearing a counter-pulling screw rod, so that the structural strength of the outer side template 201 is ensured. The opposite-pulling screw is connected with the outer side template 201 and the inner side template 106, so that the structural stability of the pouring cavity is ensured. The mold surface of the mold plate 204 is provided with a mold release portion, which is determined according to a specific construction environment and a mold plate material, to ensure that the outer mold plate 201 can be smoothly separated from the concrete during the mold release process. The mold release portion includes applying a mold release agent to the mold plate 204, providing a glass fiber plate, or the like.
In this embodiment, the outer side template 201 has a stable structure through the supporting action of the transverse back ridge 202 and the framework 203, and can bear various loads in the construction process, so as to ensure the molding quality of the pipe gallery. Meanwhile, the demolding process is smoother due to the arrangement of the demolding part, and demolding time and labor cost are reduced. The demoulding part can ensure the forming effect of the pipe gallery, so that the pipe gallery is smooth and even, flaws and defects are reduced, and trimming after pouring is reduced. The demolding part can protect the molding plate 204, and can be reused for many times through proper maintenance, so that the construction cost is reduced.
As shown in fig. 7, 8 and 14, in a preferred embodiment, two sides of the framework 203 are respectively provided with a third connecting plate 205 and a fourth connecting plate 206, third connecting holes 207 are formed in the third connecting plate 205, fourth connecting plates 208 are formed in the fourth connecting plates 206, the third connecting holes 207 and the fourth connecting holes 208 are in one-to-one correspondence, quick-dismantling parts 111 are arranged in the third connecting holes 207 of one framework 203 and the fourth connecting holes 208 of the adjacent frameworks 203, the quick-dismantling parts 111 are used for connecting the two adjacent frameworks 203, and the quick-dismantling parts 111 are aluminum film plate pins or buckles, wherein the aluminum film plate pins comprise pins and pin sheets.
When the frame is mounted, the adjacent two frames 203 are spliced, the third connecting plate 205 of one frame 203 is in contact with the fourth connecting plate 206 of the other frame 203, and the third connecting hole 207 corresponds to the fourth connecting hole 208. The pins are passed through the corresponding third and fourth connection holes 207 and 208, and the pin sheet is inserted into the pins. And the pin sheets are nailed by tools such as hammers, so that the third connecting plate 205 and the fourth connecting plate 206 are tightly connected together, all the quick-dismantling pieces 111 are ensured to be fastened, the connection is stable and reliable, all the connection positions are ensured to be tight and seamless, and slurry leakage is prevented. At the end of the outer form 201 trolley, a third link plate 205 and a fourth link plate 206 are connected to the tip form via a third link hole 207 and a fourth link hole 208, respectively.
In this embodiment, by adopting the quick release member 111 to connect the third connecting plate 205 and the fourth connecting plate 206, the operator can quickly complete the connection and disconnection work, and the construction efficiency is greatly improved. The quick release 111 allows for a simple and quick connection process, reducing unnecessary operating steps and time consumption, and reducing human input and labor costs. The third connecting plate 205 and the fourth connecting plate 206 are tightly connected together through the aluminum film plate pins to form a stable connecting structure, so that the stability of the outer side template 201 in the pouring process is ensured, and slurry leakage from a joint is effectively prevented. In addition, the workload of later-stage correction and cleaning is reduced, and the construction cost is further reduced.
As shown in fig. 2 and 12, in a preferred embodiment, the inner trolley form 100 includes a trolley frame 101, a top form 102 is provided at the top of the trolley frame 101, corner forms 103 are hinged at two sides of the top form 102, side forms 106 are provided at two sides of the trolley frame 101, a quick-release member 111 connecting the top of the side forms 106 and the bottom of the corner forms 103 is provided between the top of the side forms 106 and the bottom of the corner forms 103, and the side forms 106 are in sealing abutment with the contact surface of the corner forms 103. The top and side templates 102, 106 are structurally similar to the outer template 201.
Before the construction, first, a top form 102 is mounted on a carriage frame 101, a corner form 103 is connected to the top form 102 by a hinge mechanism, and side forms 106 are mounted on both sides of the carriage frame 101. And (3) moving the template trolley to a preset position, adjusting the positions of the top template 102 and the side templates 106 according to pouring requirements, and adjusting the corner templates 103 and the side templates 106 to form proper joints. The sideform 106 is attached to the corner form 103 using quick release 111. All joints are checked, so that the contact surfaces of the side templates 106 and the corner templates 103 are ensured to be in sealing abutting connection, and slurry leakage in the pouring process is prevented. And (3) pouring construction is started, after the concrete is solidified, the quick-dismantling piece 111 is dismantled, the side templates 106 and the corner templates 103 are quickly dismantled, and then the demoulding work of the template trolley is carried out.
In the process of disassembling the traditional template trolley, due to the fact that bolts and other fasteners are used for connection, the disassembling process is tedious and time-consuming. And the inner side car-shape 100 employs the quick-release member 111 to connect the side shape 106 and the corner shape 103, so that the disassembly process becomes simple and quick. The convenience and stability of the quick release 111 operation allows the operator to quickly lock and release the form, greatly shortening the disassembly time. Meanwhile, the disassembly process is simplified, so that the labor input is reduced, and the construction efficiency is further improved. In addition, as slurry leakage is effectively prevented, the workload of post-finishing and cleaning is reduced, and the construction cost is further reduced.
The seam between the top form 102 and the side forms 106 of the form pallet is a critical location where leakage problems are prone to occur. The inner trolley template 100 ensures the tightness of joints by realizing sealing abutting of the contact surfaces of the side templates 106 and the corner templates 103, and effectively prevents slurry from leaking from the joints in the pouring process. The pouring quality is improved, the workload of later-stage trimming is reduced, the problem of adhesion between a wall body and a template trolley caused by slurry leakage is avoided, the demolding difficulty is reduced, and the construction efficiency is further improved.
As shown in fig. 12, in a preferred embodiment, a first connecting plate 104 is disposed at the bottom of the corner template 103, a plurality of first connecting holes 105 are formed in the first connecting plate 104, a second connecting plate 107 in contact with the first connecting plate 104 is disposed at the top of the side template 106, a plurality of second connecting holes 108 in one-to-one correspondence with the first connecting holes 105 are formed in the second connecting plate 107, and a quick-release member 111 penetrates through the first connecting holes 105 and the second connecting holes 108 to connect the first connecting plate 104 and the second connecting plate 107;
The top of the sideform 106 is provided with a receiving groove 109, a seal 110 is provided in the receiving groove 109, and the height of the seal 110 is not lower than the depth of the receiving groove 109.
When installed, a corresponding number of aluminum film panel pins, including pins and pin tabs, are prepared. The bottom of the corner mold plate 103 is aligned with the top of the side mold plate 106 such that the first connection plate 104 is in close contact with the second connection plate 107, and the first connection hole 105 corresponds to the second connection hole 108. The pins are passed through the corresponding first and second connection holes 105 and 108, and the pin sheet is inserted into the pins. And the pin pieces are nailed by tools such as hammers, so that the first connecting plate 104 and the second connecting plate 107 are tightly connected together, all the quick-dismantling pieces 111 are ensured to be fastened, and the connection is stable and reliable. After the quick release 111 is installed, the connection between the corner form 103 and the side form 106 is carefully checked to ensure that all connections are tight and seamless without risk of leakage.
By adopting the quick-release piece 111 to connect the corner template 103 and the side template 106, an operator can quickly complete connection and disassembly work, and the construction efficiency is greatly improved. The quick release 111 allows for a simple and quick connection process, reducing unnecessary operating steps and time consumption, and reducing human input and labor costs. The first connecting plate 104 and the second connecting plate 107 are tightly connected together through the aluminum film plate pins to form a stable connecting structure, so that the stability of the template trolley in the pouring process is ensured, and the slurry is effectively prevented from leaking from the joint. In addition, the workload of post-finishing and cleaning is reduced, and the construction cost is further reduced. By connecting the corner templates 103 and the side templates 106 by the quick release 111, the template trolley can be more flexibly adapted to different construction environments and requirements. The versatility and interchangeability of the quick release 111 allows the template trolley to be easily retrofitted and upgraded, improving its use value and applicability.
By providing the receiving groove 109 at the top of the sideform 106 and installing the sealing member 110, the sealing property of the contact surface between the corner form 103 and the sideform 106 is improved. The seal 110 can fill the small gap between the two and prevent slurry from leaking from the joint during casting. Due to the sealing element 110, the slurry leakage risk is effectively reduced, so that the poured wall is smoother and smoother, the pouring quality is improved, and the workload of post-finishing is reduced. Because the workload of slurry leakage and trimming is reduced, constructors can concentrate on pouring work per se, and the construction efficiency is improved. The sealing member 110 is a rubber water stop, and a proper rubber water stop is selected as the sealing member 110 according to the size and shape of the accommodating groove 109. Ensure that the width, length and thickness of the rubber water stop can meet the sealing requirement.
As shown in fig. 3 and 4, in a preferred embodiment, a traveling mechanism 112 is disposed at the bottom of the trolley frame 101, the traveling mechanism 112 includes a hydraulic motor 113, the hydraulic motor 113 is drivingly connected to a driving wheel 114, the trolley frame 101 is rotatably connected to a driven wheel 115 at one side of the driving wheel 114, and a track 116 is disposed below the driving wheel 114 and the driven wheel 115.
When moving the inner carriage template 100, the hydraulic motor 113 is started first, the hydraulic motor 113 converts hydraulic energy into mechanical energy, and the driving wheel 114 is driven to start rotating by the transmission device. At the same time, the driven wheel 115 rotates with the driving wheel 114, and the driven wheel and the driving wheel support together support and drive the trolley frame 101 to move. With the rotation of the driving wheel 114, the entire dolly frame 101 smoothly advances along a preset track 116. The operator can control the speed and direction of movement of the carriage frame 101 by controlling the rotational speed and direction of the hydraulic motor 113. The traveling mechanism 112 not only improves the construction efficiency, but also enables the template trolley to quickly and accurately reach the designated position.
As shown in fig. 5, in a preferred embodiment, a walking limiting mechanism 117 is disposed at the bottom of the trolley frame 101, the walking limiting mechanism 117 includes a cross beam 118, a sliding frame 119 is disposed under the cross beam 118 in a sliding manner, a sliding rod 120 and a bidirectional screw 121 are disposed on the sliding frame 119, two threads with different rotation directions are disposed on the bidirectional screw 121, two sliding plates 122 are disposed on the sliding rod 120 in a sliding manner, the two sliding plates 122 are respectively screwed with the two threads of the bidirectional screw 121, pulleys 123 are respectively disposed on opposite sides of the two sliding plates 122 in a rotating manner, and the two pulleys 123 are driven by the bidirectional screw 121 to be close to each other to be clamped with the rail 116 or to be far away from each other to be separated from the rail 116.
When the trolley frame 101 needs to move, an operator can rotate the bidirectional screw 121 through tools such as a wrench or the like, or drive the bidirectional screw 121 through a hydraulic driving motor, the two sliding plates 122 can be close to each other to drive the pulley 123 to be clamped with the track 116, the driving wheel 114 or the driven wheel 115 can be effectively prevented from being derailed accidentally in the moving process, and the stability and the safety of the trolley frame 101 are ensured.
When the lifting operation of the top form 102 is required, the pulleys 123 of the travel limit mechanism 117 are driven away from each other so that the pulleys 123 are separated from the rails 116, and the trolley frame 101 is not restricted by the rails 116 and the lifting of the top form 102 is not affected. The operator can adjust the height of the top form 102 as needed to perform construction operations such as pouring.
In this embodiment, the running limit mechanism 117 can effectively prevent the derailment accident of the trolley frame 101 caused by external force or improper operation in the moving process, and greatly improve the construction safety. The walking limiting mechanism 117 not only can realize the positioning and limiting of the trolley frame 101, but also can be separated from the track 116 when needed, so that the top template 102 can be lifted freely, the requirements of different construction scenes are met, and the construction flexibility is enhanced.
As shown in fig. 6, in a preferred example, the support legs 124 are provided on both sides of the bottom of the bogie frame 101, respectively, the support legs 124 include lifting hydraulic cylinders 125, each lifting hydraulic cylinder 125 is provided with a hydraulic lock 126, a piston rod of the lifting hydraulic cylinder 125 is vertically downward, and a pad 127 is provided at the bottom of the piston rod of the lifting hydraulic cylinder 125.
Before the carriage frame 101 is moved to the designated position, the legs 124 are in a contracted state, the piston rods of the lifting hydraulic cylinders 125 are fully retracted, and the pads 127 are not in contact with the casting floor. When the traveling mechanism 112 moves the trolley frame 101 to a specified position, the traveling limiting mechanism 117 releases the rail 116, and an operator controls the lifting hydraulic cylinder 125 to start, so that the piston rod extends vertically downwards. The telescopic action of the lifting hydraulic cylinder 125 is controlled by a hydraulic system, and the extension length can be accurately adjusted. When the piston rods extend to a predetermined position, the backing plate 127 contacts the casting floor to provide support for the trolley frame 101. By controlling the expansion and contraction of the lifting hydraulic cylinder 125, the distance between the backing plate 127 and the pouring bottom plate can be adjusted, and the overall height of the trolley frame 101 can be further adjusted, so that the accurate control of the height of the top template 102 is realized. After the leg 124 is adjusted to the proper position, the hydraulic lock 126 will be activated to ensure the fixed position of the piston rod of the lifting hydraulic cylinder 125, and prevent the die plate from descending due to the pressure release of the lifting hydraulic cylinder 125 during pouring or other construction processes.
By precisely controlling the lifting hydraulic cylinder 125, the height of the top template 102 can be adjusted, and the high-precision construction requirement can be met. The design of the legs 124 provides stable support for the trolley frame 101, enhances its stability during construction, and particularly effectively prevents the trolley frame 101 from sinking or swaying when heavy-load operations such as pouring are performed. The addition of the hydraulic lock 126 ensures the position stability of the support leg 124 after being adjusted in place, prevents the lifting hydraulic cylinder 125 from releasing pressure, and thus improves the safety of construction.
As shown in fig. 2, in a preferred example, a translation mechanism 128 is connected between the sideform 106 and the carriage frame 101, and the translation mechanism 128 includes a translation hydraulic cylinder 129 provided at an upper portion of the carriage frame 101 and a positioning hydraulic cylinder 130 provided at a lower portion.
Before the pouring operation is started, the operator moves the sideform 106 to a predetermined position by controlling the translation mechanism 128, and after the sideform 106 is moved to a correct position, the pouring operation of concrete is started. The mold surface of the sideform 106 is also provided with a release portion that helps to smoothly separate the form from the concrete after casting is completed. After the concrete is solidified, the side form 106 is moved to a direction approaching the trolley frame 101 by controlling the translation mechanism 128, so that demoulding is realized and preparation is made for the next pouring operation. The translation mechanism 128 controls the movement of the side templates 106, so that the installation and disassembly processes of the templates are greatly simplified, and the construction efficiency is improved.
As shown in fig. 15, in an embodiment of the present invention, a utility tunnel construction process, to which the above formwork system for utility tunnel construction is applied, includes the steps of:
S1, preparation of construction: according to the construction diagram, a site lofting pipe gallery is designed to excavate an opening line of a side slope, a reverse construction method is adopted to excavate, and a section of support is excavated; the foundation of pipe gallery construction is ensured to be stable, and the safety and stability in the construction process are ensured.
S2, pouring a bottom plate: setting up a bottom plate cavity by adopting a shaping steel template, embedding finish rolling screw steel in the bottom plate cavity, and pouring the finish rolling screw steel to the elevation; and the forming steel template is adopted to build the bottom plate cavity, so that the casting precision and stability of the bottom plate are ensured, and meanwhile, the integral strength of the bottom plate is enhanced by the pre-buried finish rolling deformed steel bars.
S3, installing a template system: paving a track 116 on a bottom plate, hoisting an inner side template 106 trolley onto the track 116, driving the inner side template 106 trolley to move to a preset construction position through a hydraulic motor 113, installing outer side template 201 trolleys on two sides of the inner side template 106 trolley, installing end templates on two ends of the inner side trolley template 100 and the outer side trolley template 200, embedding finish rolling screw thread steel in a mold cavity, and pouring a wall body and a top plate; and a complete model cavity is quickly constructed, so that the construction period is greatly shortened.
S4, moving a template system: the inner side template 106 trolley, the outer side trolley template 200 and the end template are demolded, the inner side template 106 trolley is driven to move by a hydraulic motor 113, and the outer side trolley template 200 is pulled to move by a winch. The hydraulic motor 113 drives the trolley of the inner side template 106 to move, and the winch pulls the outer side trolley template 200 to move, so that the rapid demoulding and movement of the template system are realized. Manual operation is reduced, labor intensity is reduced, construction efficiency is improved, and the whole pipe gallery construction process is more efficient.
The foregoing description of the preferred embodiments of the invention is not intended to be limiting, but rather is intended to cover all modifications, equivalents, and alternatives falling within the spirit and principles of the invention.

Claims (10)

1.一种综合管廊施工用模板系统,其特征在于,包括若干内侧台车模板和设置在所述内侧台车模板两侧的外侧台车模板,所述外侧台车模板包括外侧模板,所述外侧模板的下方设置有第一走行机构,所述第一走行机构用于支撑所述外侧模板以及所述外侧模板的移动导向,所述外侧模板的上方设置有第二走行机构,所述第二走行机构用于向模型腔一侧牵引所述外侧模板以及所述外侧模板的移动导向。1. A formwork system for the construction of an integrated pipe gallery, characterized in that it comprises a plurality of inner trolley formworks and outer trolley formworks arranged on both sides of the inner trolley formworks, the outer trolley formworks comprising outer formworks, a first running mechanism is arranged below the outer formworks, the first running mechanism is used to support the outer formworks and the moving guide of the outer formworks, a second running mechanism is arranged above the outer formworks, the second running mechanism is used to pull the outer formworks and the moving guide of the outer formworks toward one side of the model cavity. 2.根据权利要求1中所述的一种综合管廊施工用模板系统,其特征在于,所述第一走行机构包括第一平移导轨,所述第一平移导轨上设置有多个脚轮支架,所述脚轮支架上转动连接有脚轮,所述脚轮外圆面设置有V型槽,所述脚轮上方设置有与所述V型槽配合的V型轨道,所述V型轨道与所述外侧模板连接。2. According to a formwork system for integrated pipe corridor construction as described in claim 1, it is characterized in that the first running mechanism includes a first translation guide rail, a plurality of caster brackets are arranged on the first translation guide rail, casters are rotatably connected to the caster brackets, a V-shaped groove is arranged on the outer circumferential surface of the caster, a V-shaped track matching with the V-shaped groove is arranged above the caster, and the V-shaped track is connected to the outer formwork. 3.根据权利要求2中所述的一种综合管廊施工用模板系统,其特征在于,所述第一走行机构上设置有脱模机构,所述脱模机构包括滑动支座,所述滑动支座上转动连接有摇把,所述摇把与所述第一平移导轨螺纹连接,转动所述摇把驱动所述第一平移导轨在所述滑动支座上滑动用于调节所述外侧模板的位置。3. According to a formwork system for integrated pipe corridor construction as described in claim 2, it is characterized in that a demolding mechanism is arranged on the first running mechanism, and the demolding mechanism includes a sliding support, and a crank is rotatably connected to the sliding support, and the crank is threadedly connected to the first translation guide rail, and the crank is rotated to drive the first translation guide rail to slide on the sliding support to adjust the position of the outer formwork. 4.根据权利要求1中所述的一种综合管廊施工用模板系统,其特征在于,所述第二走行机构包括与所述外侧模板顶部连接的连接架,所述连接架的第一端活动设置有辊轮支架,所述辊轮支架上设置有两个相对设置的辊轮座,所述辊轮座和所述辊轮支架之间通过螺栓连接,所述螺栓在所述辊轮座和所述辊轮支架之间套设有弹簧,所述辊轮座上转动连接有竖直设置的对夹辊轮,两个所述对夹辊轮之间设置有第二平移导轨,所述第二平移导轨底部设置有第一连接座,所述第一连接座的底部设置有预埋杆。4. A formwork system for the construction of an integrated pipe corridor according to claim 1, characterized in that the second running mechanism includes a connecting frame connected to the top of the outer formwork, a roller bracket is movably provided at the first end of the connecting frame, two roller seats oppositely arranged are provided on the roller bracket, the roller seat and the roller bracket are connected by bolts, the bolts are provided with a spring between the roller seat and the roller bracket, a vertically arranged clamping roller is rotatably connected to the roller seat, a second translation guide rail is provided between the two clamping rollers, a first connecting seat is provided at the bottom of the second translation guide rail, and an embedded rod is provided at the bottom of the first connecting seat. 5.根据权利要求4中所述的一种综合管廊施工用模板系统,其特征在于,所述连接架的第二端设置有连接套,所述外侧模板上设置有固定杆,所述连接套活动套设在所述固定杆上,所述固定杆上在所述连接套的下方设置有第一限位块,所述第一限位块上设置有第一限位孔,所述连接套上设置有第二限位块,所述第二限位块上设置有第二限位孔,所述第一限位孔和所述第二限位孔中设置有限位紧固件。5. According to a template system for the construction of an integrated pipe corridor as described in claim 4, it is characterized in that a connecting sleeve is provided at the second end of the connecting frame, a fixing rod is provided on the outer template, the connecting sleeve is movably sleeved on the fixing rod, a first limiting block is provided on the fixing rod below the connecting sleeve, a first limiting hole is provided on the first limiting block, a second limiting block is provided on the connecting sleeve, a second limiting hole is provided on the second limiting block, and limiting fasteners are provided in the first limiting hole and the second limiting hole. 6.根据权利要求1-5中任一项所述的一种综合管廊施工用模板系统,其特征在于,所述内侧台车模板包括台车框架,所述台车框架顶部设置有顶模板,所述顶模板两侧铰接有转角模板,所述台车框架两侧设置有侧模板,所述侧模板的顶部与所述转角模板的底部之间设置有连接二者的快拆件,所述侧模板与所述转角模板接触面密封抵接。6. A formwork system for the construction of an integrated pipe corridor according to any one of claims 1-5, characterized in that the inner trolley formwork comprises a trolley frame, a top formwork is arranged on the top of the trolley frame, corner formworks are hinged on both sides of the top formwork, side formworks are arranged on both sides of the trolley frame, a quick-release part connecting the top of the side formwork and the bottom of the corner formwork is arranged between the two, and the side formwork is in sealing contact with the contact surface of the corner formwork. 7.根据权利要求6中所述的一种综合管廊施工用模板系统,其特征在于,所述转角模板的底部设置有第一连接板,所述第一连接板上开设有多个第一连接孔,所述侧模板的顶部设置有与所述第一连接板接触的第二连接板,所述第二连接板上开设有多个与所述第一连接孔一一对应的第二连接孔,所述快拆件贯穿所述第一连接孔和所述第二连接孔连接所述第一连接板和所述第二连接板;7. A template system for construction of an integrated pipe gallery according to claim 6, characterized in that a first connecting plate is provided at the bottom of the corner template, a plurality of first connecting holes are provided on the first connecting plate, a second connecting plate in contact with the first connecting plate is provided on the top of the side template, a plurality of second connecting holes corresponding to the first connecting holes are provided on the second connecting plate, and the quick-release part penetrates the first connecting hole and the second connecting hole to connect the first connecting plate and the second connecting plate; 所述侧模板的顶部设置有容置槽,所述容置槽中设置有密封件,所述密封件的高度不低于所述容置槽的深度。A receiving groove is arranged on the top of the side formwork, a sealing member is arranged in the receiving groove, and a height of the sealing member is not less than a depth of the receiving groove. 8.根据权利要求6中所述的一种综合管廊施工用模板系统,其特征在于,所述台车框架的底部设置有行走机构,所述行走机构包括液压马达,所述液压马达传动连接有主动轮,所述台车框架在所述主动轮一侧转动连接有从动轮,所述主动轮和所述从动轮下方设置有轨道。8. According to a formwork system for comprehensive pipe corridor construction as described in claim 6, it is characterized in that a walking mechanism is arranged at the bottom of the trolley frame, the walking mechanism includes a hydraulic motor, the hydraulic motor is transmission-connected to a driving wheel, the trolley frame is rotationally connected to a driven wheel on one side of the driving wheel, and tracks are arranged under the driving wheel and the driven wheel. 9.根据权利要求8中所述的一种综合管廊施工用模板系统,其特征在于,所述台车框架底部设置有行走限位机构,所述行走限位机构包括横梁,所述横梁下滑动设置有滑动架,所述滑动架上设置有滑杆和双向螺杆,所述双向螺杆上设置有两段旋向不同的螺纹,所述滑杆上滑动设置两个滑动板,两个所述滑动板分别与所述双向螺杆的两段螺纹旋接,两个滑动板相对的一侧分别转动设置有滑轮,转动所述双向螺杆驱动两个所述滑轮相互靠近与轨道卡合或相互远离与轨道分离。9. According to the formwork system for comprehensive pipe corridor construction described in claim 8, it is characterized in that a travel limiting mechanism is arranged at the bottom of the trolley frame, and the travel limiting mechanism includes a crossbeam, a sliding frame is slidably arranged under the crossbeam, a sliding rod and a bidirectional screw are arranged on the sliding frame, the bidirectional screw is provided with two sections of threads with different rotation directions, two sliding plates are slidably arranged on the sliding rod, the two sliding plates are respectively screwed with the two sections of threads of the bidirectional screw, pulleys are rotatably arranged on the opposite sides of the two sliding plates, and the bidirectional screw is rotated to drive the two pulleys to approach each other and engage with the track or move away from each other and separate from the track. 10.一种综合管廊施工工艺,其特征在于,应用权利要求1-9中任一项所述综合管廊施工用模板系统,工艺步骤包括:10. A comprehensive pipe gallery construction process, characterized in that the template system for comprehensive pipe gallery construction described in any one of claims 1 to 9 is used, and the process steps include: S1、施工准备:根据施工图设计现场放样出管廊开挖边坡开口线,采用逆作法开挖,开挖一段支护一段;S1. Construction preparation: According to the construction drawing design, the opening line of the tunnel excavation slope is set out on site, and the reverse excavation method is adopted, with one section of excavation and one section of support; S2、底板浇筑:采用定型钢模板搭建底板型腔,底板型腔中预埋精轧螺纹钢,浇筑至标高;S2. Bottom plate casting: Use standard steel formwork to build the bottom plate cavity, embed the fine-rolled threaded steel in the bottom plate cavity, and cast it to the elevation; S3、模板系统安装:在底板上铺设轨道,将内侧模板台车吊装至轨道上,通过液压马达驱动将内侧模板台车移动到预设施工位置,在内侧模板台车两侧安装外侧模板台车,内侧台车模板和外侧台车模板两端安装端头模板,模型腔中预埋精轧螺纹钢,浇筑墙身及顶板;S3, Formwork system installation: lay tracks on the bottom plate, hoist the inner formwork trolley onto the tracks, drive the inner formwork trolley to the preset construction position through a hydraulic motor, install the outer formwork trolley on both sides of the inner formwork trolley, install the end formwork at both ends of the inner trolley formwork and the outer trolley formwork, embed the fine-rolled threaded steel in the mold cavity, and cast the wall body and top plate; S4、模板系统移动:内侧模板台车、外侧台车模板和端头模板脱模,通过液压马达驱动将内侧模板台车移动,通过卷扬机牵引外侧台车模板移动。S4. Movement of the formwork system: the inner formwork trolley, the outer trolley formwork and the end formwork are demoulded, the inner formwork trolley is moved by a hydraulic motor, and the outer trolley formwork is moved by a winch.
CN202410312100.1A 2024-03-19 2024-03-19 A template system and construction process for comprehensive pipe gallery construction Pending CN118207905A (en)

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN207017304U (en) * 2017-07-31 2018-02-16 中国十九冶集团有限公司 Outer formwork for pouring urban comprehensive pipe gallery
CN207194013U (en) * 2017-09-05 2018-04-06 中国十九冶集团有限公司 Support and guide device for outer formwork of urban comprehensive pipe gallery
CN207192595U (en) * 2017-09-12 2018-04-06 中国十九冶集团有限公司 track holder
CN207297032U (en) * 2017-08-17 2018-05-01 中铁上海工程局集团有限公司 A kind of hydraulic template trolley for underground pipe gallery construction
CN108277825A (en) * 2018-03-14 2018-07-13 长沙进军机械有限公司 A kind of binary channels piping lane trolley tooling
CN108661670A (en) * 2018-05-03 2018-10-16 十九冶成都建设有限公司 Construction method of pipe gallery construction using formwork trolley
CN222701040U (en) * 2024-03-19 2025-04-01 中国十九冶集团有限公司 Template system for comprehensive pipe rack construction

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN207017304U (en) * 2017-07-31 2018-02-16 中国十九冶集团有限公司 Outer formwork for pouring urban comprehensive pipe gallery
CN207297032U (en) * 2017-08-17 2018-05-01 中铁上海工程局集团有限公司 A kind of hydraulic template trolley for underground pipe gallery construction
CN207194013U (en) * 2017-09-05 2018-04-06 中国十九冶集团有限公司 Support and guide device for outer formwork of urban comprehensive pipe gallery
CN207192595U (en) * 2017-09-12 2018-04-06 中国十九冶集团有限公司 track holder
CN108277825A (en) * 2018-03-14 2018-07-13 长沙进军机械有限公司 A kind of binary channels piping lane trolley tooling
CN108661670A (en) * 2018-05-03 2018-10-16 十九冶成都建设有限公司 Construction method of pipe gallery construction using formwork trolley
CN222701040U (en) * 2024-03-19 2025-04-01 中国十九冶集团有限公司 Template system for comprehensive pipe rack construction

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