CN112609587A - High mound steam curing equipment - Google Patents

High mound steam curing equipment Download PDF

Info

Publication number
CN112609587A
CN112609587A CN202011511037.2A CN202011511037A CN112609587A CN 112609587 A CN112609587 A CN 112609587A CN 202011511037 A CN202011511037 A CN 202011511037A CN 112609587 A CN112609587 A CN 112609587A
Authority
CN
China
Prior art keywords
frame
high pier
curing
roller
lifting frame
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202011511037.2A
Other languages
Chinese (zh)
Inventor
蔡荣
田世宽
李盼盼
王志金
韦健江
陈竹
陈诗泉
莫哲
其他发明人请求不公开姓名
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
CCCC First Highway Engineering Co Ltd
Fourth Engineering Co Ltd of CCCC First Highway Engineering Co Ltd
Original Assignee
CCCC First Highway Engineering Co Ltd
Fourth Engineering Co Ltd of CCCC First Highway Engineering Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by CCCC First Highway Engineering Co Ltd, Fourth Engineering Co Ltd of CCCC First Highway Engineering Co Ltd filed Critical CCCC First Highway Engineering Co Ltd
Priority to CN202011511037.2A priority Critical patent/CN112609587A/en
Publication of CN112609587A publication Critical patent/CN112609587A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/02Piers; Abutments ; Protecting same against drifting ice

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The invention discloses high pier steam curing equipment which comprises an operating platform and the operating platform, wherein the operating platform is arranged above a high pier, a roller die lifting frame is fixedly arranged at the bottom of the operating platform, a hydraulic lifting system automatically controlled by a computer is arranged on the outer side of the roller die lifting frame, a rolling device is fixedly arranged on the inner side of the roller die lifting frame, a lining template is vertically arranged between the rolling device and the high pier, the roller die lifting frame comprises a trimming frame and a curing frame, the trimming frame is arranged on the upper side of the roller die lifting frame, a steam curing machine is fixedly arranged on the trimming frame, the curing frame is arranged on the lower side of the roller die lifting frame, and a heat preservation mechanism is arranged on the outer side of the curing frame. The high pier steam curing equipment can perform concrete pouring work on the upper side of the roller die lifting frame and simultaneously perform curing on the high pier body demoulded on the lower side of the roller die lifting frame, so that pouring and curing are performed simultaneously, the high pier construction efficiency is greatly improved, and the construction period of the high pier of the bridge is shortened.

Description

High mound steam curing equipment
Technical Field
The invention relates to the technical field of high pier construction, in particular to high pier steam curing equipment.
Background
With the rapid development of the traffic industry in China, the highway construction gradually extends to mountainous and hilly areas and is limited by terrain conditions, and the highway construction in the areas often needs to cross deep ditches, so that the construction of high pier bridges is increased day by day. In order to ensure sufficient support strength and longer service life, the pier is generally formed by pouring concrete, so that corrosion, permeation and deformation can be effectively prevented, and the safety of the bridge is guaranteed; however, maintenance is required for a certain period of time after the construction of the concrete structure is completed, and generally, the maintenance is required to be started 12 to 18 hours after the concrete of the pier is poured, and the maintenance time lasts about 3 to 4 weeks to ensure normal hardening and strength increase of the pier.
The maintenance method not only covers the pier which is constructed and molded with water, but also needs to carry out heating maintenance, constant temperature maintenance, cooling water spraying and the like under a wet state, and has the disadvantages of complicated process and long time consumption. The existing bridge pier concrete curing method usually adopts a spraying and sprinkling mode or a film covering mode to keep the bridge pier concrete moist, but because the absorption speed of the concrete to water is limited, the spraying and sprinkling mode is difficult to uniformly spray, so that not only is the water resource wasted, but also the impact force on the surface of the bridge pier is large, and the stripping and dissolving loss of surface slurry are easily caused; the film covering can save water consumption, has good water locking and moisturizing effects, but the film exposed outdoors is easily damaged, and the completeness and effectiveness of the covering are difficult to ensure.
The two methods can not realize adjustment and control of the curing temperature, can not perform steam curing on the poured concrete in time during high pier construction, and are not beneficial to effective hardening of the bridge high pier concrete in preset time.
Disclosure of Invention
In order to solve the defects in the prior art, the invention aims to provide high pier steam curing equipment which can perform concrete pouring work on the upper side of a roller mould lifting frame and simultaneously perform curing on a high pier body demoulded on the lower side of the roller mould lifting frame, so that the curing is performed while pouring is performed, the high pier construction efficiency is greatly improved, and the construction period of a bridge high pier is shortened.
The purpose of the invention can be realized by the following technical scheme:
the utility model provides a high mound steam curing equipment, including operation platform, operation platform sets up in high mound top, operation platform bottom fixed mounting roller mould hoisting frame, the roller mould hoisting frame outside is equipped with the hydraulic lifting system by computer automatic control, the inboard fixed mounting rolling device of roller mould hoisting frame, the vertical inside lining template that is equipped with between rolling device and the high mound, roller mould hoisting frame is including repairing frame and maintenance frame, the upside at roller mould hoisting frame is set up to the repairing frame, fixed mounting evaporates the machine of supporting on the repairing frame, maintenance frame sets up the downside at roller mould hoisting frame, the maintenance frame outside is equipped with heat preservation mechanism.
Further preferably, the roller die lifting frame is arranged around the high pier.
Further preferably, the rolling device is a metal roller, the rolling device is horizontally arranged, the length of the rolling device is matched with that of the outer wall of the high pier, and two ends of the rolling device are fixedly mounted on the roller die lifting frame through rolling wheel bearings.
Further preferably, the lining templates are arranged in a rectangular array, the lining templates are spliced through tongue-and-groove tenons, and the lining templates are spliced upside down.
Preferably, the repair frame and the maintenance frame are both composed of supporting truss pieces and transverse links, the transverse links and the supporting truss pieces are bolted, the supporting truss pieces are welded, and a rolling device is arranged on one side, close to the high pier, of the supporting truss pieces.
Further preferably, the steam curing machines are arranged at four corners of the roller die lifting frame, and the steam curing machines are electric steam generators.
Further preferably, heat preservation mechanism includes the roll curtain ware, and the roll curtain ware symmetry sets up at maintenance frame outer wall top, and it is fixed with the maintenance frame outer wall that the roll curtain ware passes through the flange, is equipped with the tarpaulin between the roll curtain ware, and the tarpaulin both sides are connected with the track of rolling the curtain ware, and the track of rolling the curtain ware is vertical to be set up in maintenance frame outer wall both sides.
Further preferably, the width of the tarpaulin is matched with the width of the outer wall of the curing frame, and a steel wire cross brace is arranged on the outer side of the tarpaulin.
The invention has the beneficial effects that:
according to the high-pier steam curing equipment, the roller mold lifting frame is lifted through the hydraulic lifting system, and the roller mold lifting frame rolls upwards on the surface of the lining template in the lifting process, so that the lining template and the concrete surface are ensured to be static, repeated removal and installation of the template are avoided, the appearance quality of the concrete is ensured, and the construction speed is accelerated; according to the invention, the maintenance frame is arranged at the lower side of the roller mould lifting frame, the steam curing machine is used for performing timely steam curing on the high pier body at the mould removing position after the lining template is removed, so that the normal hardening and strength increase of pier body concrete can be ensured, wherein the heat preservation mechanism can play a good role in heat preservation and moisture preservation during steam curing, and the steam curing effect is improved; the high pier steam curing equipment can perform concrete pouring work on the upper side of the roller die lifting frame and simultaneously perform curing on the high pier body demoulded on the lower side of the roller die lifting frame, so that pouring and curing are performed simultaneously, the high pier construction efficiency is greatly improved, and the construction period of the high pier of the bridge is shortened.
Drawings
In order to more clearly illustrate the embodiments or technical solutions in the prior art of the present invention, the drawings used in the description of the embodiments or prior art will be briefly described below, and it is obvious for those skilled in the art that other drawings can be obtained based on these drawings without creative efforts.
FIG. 1 is a left side view of the high pier steam maintenance apparatus of the present invention;
FIG. 2 is a front view of the high pier steam maintenance apparatus of the present invention;
fig. 3 is a top view of the high pier steam maintenance plant of the present invention.
In the figure:
1-an operation platform, 2-a high pier, 3-a lifting frame, 4-a rolling device, 5-a lining template, 6-a modification frame, 7-a maintenance frame, 8-a steam curing machine, 9-a heat preservation mechanism, 10-a curtain rolling device and 11-tarpaulin.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms "opening," "upper," "lower," "thickness," "top," "middle," "length," "inner," "peripheral," and the like are used in an orientation or positional relationship that is merely for convenience in describing and simplifying the description, and do not indicate or imply that the referenced component or element must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be considered as limiting the present invention.
As shown in fig. 1-3, a high mound steam curing equipment, including operation platform 1, operation platform 1 sets up in high mound 2 top, operation platform 1 bottom fixed mounting roller mould hoisting frame 3, the roller mould hoisting frame 3 outside is equipped with the hydraulic lifting system by computer automatic control, the inboard fixed mounting rolling device 4 of roller mould hoisting frame 3, vertically be equipped with inside lining template 5 between rolling device 4 and the high mound 2, roller mould hoisting frame 3 includes modification frame 6 and maintenance frame 7, modification frame 6 sets up the upside at roller mould hoisting frame 3, fixed mounting evaporates foster machine 8 on the modification frame 6, maintenance frame 7 sets up the downside at roller mould hoisting frame 3, maintenance frame 7 outside is equipped with heat preservation mechanism 9.
The roller die lifting frame 3 is arranged around the high pier 2.
The rolling device 4 is a metal roller, the rolling device 4 is horizontally arranged, the length of the rolling device 4 is matched with that of the outer wall of the high pier 2, and two ends of the rolling device 4 are fixedly arranged on the roller die lifting frame 3 through rolling wheel bearings.
The lining templates 5 are arranged in a rectangular array, the lining templates 5 are spliced through tongue-and-groove tenons, and the lining templates 5 are assembled in an up-and-down inverted mode.
The trimming frame 6 and the maintenance frame 7 are both composed of supporting truss pieces and transverse links, the transverse links and the supporting truss pieces are bolted, the supporting truss pieces are welded, and the rolling device 4 is arranged on one side, close to the high pier 2, of the supporting truss pieces.
The steam curing machine 8 is arranged at four corners of the roller mould lifting frame 3, and the steam curing machine 8 is an electric steam generator.
The heat preservation mechanism 9 comprises a roller shutter device 10, the roller shutter device 10 is symmetrically arranged at the top of the outer wall of the maintenance frame 7, the roller shutter device 10 is fixed with the outer wall of the maintenance frame 7 through a flange, a tarpaulin 11 is arranged between the roller shutter device 10, two sides of the tarpaulin 11 are connected with the tracks of the roller shutter device 10, and the tracks of the roller shutter device 10 are vertically arranged on two sides of the outer wall of the maintenance frame 7.
The width of the tarpaulin 11 is matched with the width of the outer wall of the curing frame 7, and a steel wire cross brace is arranged on the outer side of the tarpaulin 11.
When the device is used for high pier construction, an operation platform 1 and a roller mold lifting frame 2 are firstly built, concrete is poured after a lining template 5 is fixed, the roller mold lifting frame 2 is lifted by a hydraulic lifting system after a section of concrete of a pier body of the high pier 2 is poured, the roller mold lifting frame 2 is lifted upwards along the lining template 5, the lining template 5 contacted with the concrete surface is kept still, after the lining template 5 at the bottom layer is lifted to the designated position, the lining template 5 at the bottom layer is detached and installed to the topmost layer for the next pouring of the concrete of the pier body of the high pier 2, meanwhile, the tarpaulin 11 is put down through the curtain rolling device 10, the steel wire cross braces are arranged at the outer side of the tarpaulin 11, the large shaking caused by wind is prevented, then the steam curing machine 8 is opened to provide steam curing for the pier body of the high pier 2 poured under the curing frame 7, the maintenance of pouring while can accomplishing the limit of 2 pier bodies of high mound so circulation has greatly improved the efficiency of high mound construction.
In the description herein, references to the description of "one embodiment," "an example," "a specific example" or the like are intended to mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The foregoing shows and describes the general principles, essential features, and advantages of the invention. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are described in the specification and illustrated only to illustrate the principle of the present invention, but that various changes and modifications may be made therein without departing from the spirit and scope of the present invention, which fall within the scope of the invention as claimed.

Claims (8)

1. The high pier steam curing equipment is characterized by comprising an operating platform (1), the operating platform (1) is arranged above a high pier (2), a roller mold lifting frame (3) is fixedly arranged at the bottom of the operating platform (1), a hydraulic lifting system automatically controlled by a computer is arranged on the outer side of the roller mold lifting frame (3), a rolling device (4) is fixedly arranged on the inner side of the roller mold lifting frame (3), a lining template (5) is vertically arranged between the rolling device (4) and the high pier (2), the roller mold lifting frame (3) comprises a repairing frame (6) and a curing frame (7), the repairing frame (6) is arranged on the upper side of the roller mold lifting frame (3), a steam curing machine (8) is fixedly arranged on the repairing frame (6), the curing frame (7) is arranged on the lower side of the roller mold lifting frame (3), and a heat preservation mechanism (9) is arranged on the outer side of the maintenance frame (7).
2. A high pier steam maintenance device according to claim 1, characterized in that the roll mould lifting frame (3) is arranged around the high pier (2).
3. A high pier steam maintenance equipment according to claim 1, characterized in that the rolling device (4) is a metal roller, the rolling device (4) is horizontally arranged, the length of the rolling device (4) is matched with the length of the outer wall of the high pier (2), and both ends of the rolling device (4) are fixedly installed on the roller die lifting frame (3) through rolling wheel bearings.
4. The high pier steam curing equipment of claim 1, wherein the lining formworks (5) are arranged in a rectangular array, the lining formworks (5) are spliced through tongue-and-groove joints, and the lining formworks (5) are spliced upside down.
5. The high pier steam curing equipment of claim 1, wherein the trimming frame (6) and the curing frame (7) are both composed of a supporting truss sheet and a cross-link, the cross-link and the supporting truss sheet are bolted, the supporting truss sheet is welded, and a rolling device (4) is arranged on one side of the supporting truss sheet close to the high pier (2).
6. A high pier steam maintenance device according to claim 1, characterized in that the steam maintenance machines (8) are arranged at the four corners of the roll mould lifting frame (3), the steam maintenance machines (8) being electric steam generators.
7. The high pier steam curing equipment according to claim 1, wherein the heat preservation mechanism (9) comprises roller shutters (10), the roller shutters (10) are symmetrically arranged on the top of the outer wall of the curing frame (7), the roller shutters (10) are fixed with the outer wall of the curing frame (7) through flanges, tarpaulin (11) is arranged between the roller shutters (10), two sides of the tarpaulin (11) are connected with the tracks of the roller shutters (10), and the tracks of the roller shutters (10) are vertically arranged on two sides of the outer wall of the curing frame (7).
8. A high pier steam maintenance equipment according to claim 7, characterized in that the width of the tarpaulin (11) is matched with the width of the outer wall of the maintenance frame (7), and steel wire cross braces are arranged outside the tarpaulin (11).
CN202011511037.2A 2020-12-18 2020-12-18 High mound steam curing equipment Pending CN112609587A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202011511037.2A CN112609587A (en) 2020-12-18 2020-12-18 High mound steam curing equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202011511037.2A CN112609587A (en) 2020-12-18 2020-12-18 High mound steam curing equipment

Publications (1)

Publication Number Publication Date
CN112609587A true CN112609587A (en) 2021-04-06

Family

ID=75243585

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202011511037.2A Pending CN112609587A (en) 2020-12-18 2020-12-18 High mound steam curing equipment

Country Status (1)

Country Link
CN (1) CN112609587A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113956071A (en) * 2021-10-18 2022-01-21 湖南科技大学 Assembled covering and heat-insulating device for large-volume concrete of bridge pier and using method
CN115500184A (en) * 2022-09-01 2022-12-23 中国一冶集团有限公司 Maintenance cover device suitable for vase mound

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113956071A (en) * 2021-10-18 2022-01-21 湖南科技大学 Assembled covering and heat-insulating device for large-volume concrete of bridge pier and using method
CN115500184A (en) * 2022-09-01 2022-12-23 中国一冶集团有限公司 Maintenance cover device suitable for vase mound

Similar Documents

Publication Publication Date Title
CN112609587A (en) High mound steam curing equipment
CN214459661U (en) High mound steam curing equipment
CN103774561A (en) Streamline operation construction method of precast small box girders for highway in assembling mode
CN110396937A (en) The asynchronous construction of hollow thin-walled high pier binder pier beam
CN108149819B (en) Integrated superposed outer wall of building bottom reinforcing area and production and construction method thereof
CN205704661U (en) A kind of portable assembling die for prestressed concrete flute profile sheet pile
CN110847113A (en) Cast-in-place deep arc type wave wall construction method based on sliding formwork
CN113062222B (en) Improved construction device and method for roller die of high pier of bridge
CN112012473B (en) Integrated steel formwork for wall body of cantilever rib type of sewage pool
CN213448091U (en) Bridge overhauling device for municipal engineering
CN210552011U (en) Take precast stair mould of concrete maintenance function
CN208163928U (en) A kind of producing device of stiffened column
CN211415623U (en) Arbitrary modulus precast concrete roof beam forming device
CN103938867B (en) A kind of flooring and toilet or the junction construction method and device used of balcony
CN112681750A (en) Concrete pouring construction method for large steel mould independent high and large column with column cap
CN209179173U (en) Tooling without mould concrete
CN214772811U (en) Quick form removal assembling die of prefabricated box culvert
JP3425353B2 (en) Formwork material for sliding formwork device
CN206360442U (en) A kind of terrace water vat
CN111271119A (en) Whole quick construction template in highway escape canal, cable pit
CN215618955U (en) Mould accuse temperature canopy for track prefabricated plate
CN110065145B (en) Self-adaptive external mold system for concrete prefabrication
CN218881660U (en) Concrete curing means of creeping formwork system
JP2004324065A (en) Movable curing apparatus
CN208734095U (en) A kind of T beam concreting assembled operating platform

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination