WO2021031354A1 - Method for movable formwork passing through hole, and device for movable formwork passing through hole - Google Patents

Method for movable formwork passing through hole, and device for movable formwork passing through hole Download PDF

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Publication number
WO2021031354A1
WO2021031354A1 PCT/CN2019/115005 CN2019115005W WO2021031354A1 WO 2021031354 A1 WO2021031354 A1 WO 2021031354A1 CN 2019115005 W CN2019115005 W CN 2019115005W WO 2021031354 A1 WO2021031354 A1 WO 2021031354A1
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Prior art keywords
corbel
formwork
self
template
hole
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PCT/CN2019/115005
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French (fr)
Chinese (zh)
Inventor
王兴阔
王国光
白宾
韩军霞
邢希瑞
李龙
马壮
田礼民
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山东省路桥集团有限公司
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Publication of WO2021031354A1 publication Critical patent/WO2021031354A1/en

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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2/00Bridges characterised by the cross-section of their bearing spanning structure
    • E01D2/04Bridges characterised by the cross-section of their bearing spanning structure of the box-girder type
    • 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

Definitions

  • the invention relates to a method and a hole device for a mobile formwork via hole, which are applied to the construction of a downward self-propelled mobile formwork bridge with small spacing between box girder parallel piers and columns with many restrictions, and belongs to the technical field of cast-in-place concrete box girder construction.
  • the downward self-propelled mobile formwork is a special equipment for cast-in-place concrete box girder.
  • the railway bridge box girder is connected side by side, the distance between the piers is small, the adjacent box girder is poured first, and at the same time, the horizontal mold opening of the formwork at the upper end of the main girder is restricted.
  • the conventional mobile mold base opens the mold The form of vias is difficult to meet the requirements of longitudinal movement vias.
  • the main beam drives the template to open the mold horizontally to realize the hole.
  • the template is moved across the upper part of the main beam to realize the mold hole.
  • the via hole cannot be satisfied, and the mobile formwork cannot be used for construction, which affects the construction schedule and the construction is difficult, especially for the poor construction economy of the porous cast-in-place box girder.
  • the purpose of the present invention is to provide a mobile formwork through hole method and through hole device, which can not affect the construction of the downward self-propelled mobile formwork And via requirements.
  • a method for passing through a movable mold base includes the following steps:
  • Corbel legs and corbels are set on the pier caps, self-propelled trolleys are set above the corbels, and longitudinal beams are set above the self-propelled trolleys.
  • the longitudinal beams include the main beam and the nose bridge on both sides of the main beam, above the longitudinal beam Set the template, the main beam is connected with the connecting beam, the middle beam and the rear beam in the beam are set on the poured concrete box girder, the front beam in the beam is set on the top of the pier in the traveling direction of the formwork, and the middle and front beam and the rear beam in the beam Connect the bridge of the nose, which is located on both sides of the main bridge and slidably installed on the self-propelled trolley;
  • a middle mechanical top is set on the connecting beam, a side mechanical top is set on the main beam, the middle template of the mobile mold base is set on the middle mechanical top, the side template of the mobile mold base is set on the side mechanical top, and the template is adjusted after the pre-compression is completed. Elevation, ready to pour concrete after lifting and closing the mold;
  • a through hole device for a mobile mold base through hole method including a template, a longitudinal beam, a tie beam, a cross beam, a bottom mold work cart, a corbel support and a lifting mechanism;
  • the template includes a middle template and side templates located on both sides of the middle template
  • the longitudinal beam includes the main beam and the nose bridge on both sides of the main beam, which are arranged along the length of the template;
  • the beam includes the front beam, the middle beam and the rear beam, which are arranged in sequence, and are arranged along the width direction of the template; the two ends of the connecting beam are connected with the main beam ;
  • the bottom mold work cart is set below the connecting beam, and the bottom mold work cart can move along the length of the main beam;
  • the corbel support is set between the bearing platform and the self-propelled trolley;
  • the self-propelled trolley is set above the corbel support, and the self-propelled trolley
  • the nose bridge is installed on the upper slide;
  • the longitudinally moving through hole unit includes a pair of linear
  • the main beam is a box structure welded by plates
  • the nose bridge is a truss structure welded by plates and section steel.
  • the connecting beam is an I-shaped structure welded by plates.
  • the corbel support includes a corbel and a corbel leg, the corbel is a triangular structure welded by plates, and the corbel leg is a box structure welded by plates.
  • the formwork on both sides translates on the top of the main beam to both sides and then moves longitudinally with the main beam.
  • the middle bottom form keeps the original horizontal position unchanged.
  • the movable formwork is moved across the hole from the middle of the top of the pier, and the rear cross beam and the rear nose bridge are used as rear fulcrums.
  • the auxiliary mobile formwork moves through the holes vertically, which solves the problem that the downward self-propelled formwork cannot be suitable for space-constrained construction projects.
  • it can save a lot of manpower and material resources, greatly shorten the construction period and save Cost, the advantages of this equipment can be reflected in projects with tight construction period and high construction difficulty, and its technicality, applicability and economy are feasible.
  • Figure 1 is a cross-sectional view of the mobile formwork in the pouring state of the selected embodiment of the invention patent
  • Figure 2 is a cross-sectional view of the moving form of the movable mold carrier according to the selected embodiment of the patent of the present invention
  • Figure 3 is a cross-sectional view of the front crossbeam of the movable formwork according to the selected embodiment of the invention patent;
  • Figure 5 is a cross-sectional view of the rear cross beam of the movable formwork according to the selected embodiment of the invention patent;
  • Figure 6 is a longitudinal construction drawing of the mobile formwork of the selected embodiment of the invention patent.
  • Fig. 7 is an enlarged schematic diagram of the selected embodiment of the patent of the present invention after removing the pillars and the corbel cart.
  • 1- template 2- main beam; 3- nose bridge; 4- beam; 5- self-propelled trolley; 6-corbel; 7-corbel leg; 8-front beam; 9-middle beam; 10-back Cross beam, 11-bottom mold working trolley, 12-middle mechanical top, 13-side mechanical top, 14-side template, 15-middle bottom mold, 16-horizontal cylinder.
  • Corbel legs 7 and corbel 6 are set on the pier column, self-propelled trolley 5 is set above the corbel 6, and longitudinal beams are set above the self-propelled trolley 5.
  • the longitudinal beams include the main beam 2 and the two sides of the main beam 2. Nose bridge 3, a formwork is set above the longitudinal beam, the main beam 2 is connected to the connecting beam 4, and the formwork is set above the longitudinal beam.
  • the middle beam 9 and the rear beam 10 of the beam are set on the cast concrete box beam, and the front beam 8 of the beam is set on On the top of the pier in the forward direction of the formwork, the front cross beam 8 and the rear cross beam 10 in the cross beam are connected to the nose bridge 3, which is located on both sides of the main beam and is slidably installed on the self-propelled trolley 5;
  • the connecting beam 4 is provided with a middle mechanical roof 12, the main beam 2 is provided with a side mechanical roof 13, the middle template 15 of the mobile formwork is set on the middle mechanical roof 12, and the side formwork 14 of the mobile formwork is set on the side mechanical roof 13. After the pre-compression is completed, adjust the height of the formwork, and prepare to pour the concrete after lifting and closing the form;
  • the self-propelled trolley 5 moves the linear rolling guide pair to cooperate with the cross beam 10 to longitudinally move and slide until the mobile formwork is moved longitudinally in place, and the mold is closed and lifted for the next hole pouring construction.
  • a lateral micro-mold opening mobile mold base through hole device including a template, a longitudinal beam, a connecting beam 4, a cross beam, a bottom mold work car 11, a corbel support and lifting mechanism, wherein:
  • the formwork includes a middle formwork 15 and a side formwork 14 located on both sides of the middle formwork 15.
  • the bottom of the side formwork 14 is equipped with H-shaped steel.
  • This structural formwork mainly considers the influence of the space on both sides and the cushion stone on the top of the pier.
  • the range is moved horizontally outward through the horizontal cylinder 16 arranged horizontally, the position of the middle template 15 is not moving, and it can only be moved longitudinally forward between the cushion stones on the top of the pier driven by the beam;
  • the longitudinal beams include the main beam 2 and the nose bridges 3 located on both sides of the main beam 2, which are arranged along the length of the formwork.
  • the main beam 2 does not move horizontally, but the longitudinal movement drives the longitudinal movement of the formwork 14 on both sides;
  • the crossbeam includes a front crossbeam 8, a middle crossbeam 9 and a rear crossbeam 10 arranged in sequence, which are arranged along the width direction of the formwork;
  • the connecting beam 4 is connected with the main beam 2 by bolts at both ends;
  • the bottom mold work cart 11 is arranged under the connecting beam, and the bottom mold work cart 11 can move along the length direction of the main beam 2;
  • the longitudinally moving through hole unit includes a linear rolling guide pair located between the nose bridge 3 and the rear cross beam 10, and between the nose bridge 3 and the front cross beam 8.
  • the upper part of the nose bridge 3 is welded with a T-shaped guide rail
  • the lower part of the rear cross beam 10 is provided with a roller mechanism. Set the reserved holes for the lifting beam, the lower roller mechanism of the rear cross beam 10 and the upper T-shaped track of the nose bridge 3 are clamped together, and use it as a fulcrum to assist the moving mold carrier to move longitudinally through the hole. After the rollers are separated from the T-shaped guide rail, the rear cross beam 10 Move to the next station;
  • the two ends of the lifting mechanism are respectively connected to the main beam 2 and the formwork.
  • the lifting mechanism includes a side mechanical top 13 for lifting the side formwork 14 and a middle mechanical top 12 for lifting the middle formwork 15.
  • the two ends of the side mechanical top 13 are respectively connected to the main
  • the two ends of the beam 2 and the side formwork 14 and the middle mechanical roof 12 are respectively connected to the connecting beam and the middle formwork 15.
  • the main beam 2 is a box structure welded by plates, and the main beam 2 bears the concrete force during the construction of the box beam.
  • the nose bridge 3 is a truss structure welded by plate and section steel, which is mainly used for the longitudinal walking of the movable formwork.
  • the tie beam is a plate-welded I-shaped structure, which is used to horizontally connect the main beam, the force when pouring concrete, and the longitudinal walking of the middle part of the template.
  • the tie beam needs to drive the middle bottom mold to move longitudinally, so the connecting beam
  • the tie beams cannot be fully opened for longitudinal movement of the formwork, and all the tie beams are opened will affect the overall stability of the formwork.
  • the connecting beams are opened in sequence, and then the corresponding piers are closed to move the formwork longitudinally through the holes.
  • the corbel support includes a corbel 6 and a corbel leg 7.
  • the corbel 6 is a triangular structure welded by plates. Due to space constraints and the micro-opening form of the movable mold base, this solution is designed as a small triangle
  • the corbel structure is used to bear the force of the entire movable formwork during pouring and walking.
  • the corbel leg 7 is a box-type structure welded by plates.

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

Abstract

Provided are a method for a movable formwork passing through a hole, and a device for a movable formwork passing through a hole, which cannot affect the construction requirements and requirements for passing through a hole of under-deck self-propelled movable formworks. The method for a movable formwork passing through a hole comprises the following steps: assembling a movable formwork in place, adjusting the elevation of a form after pre-pressing is completed, and preparing to pour concrete after jacking and form assembly; curing the concrete after pouring is finished; hanging the whole movable formwork system by means of a front cross beam, a middle cross beam and a rear cross beam, dismantling a bracket and a bracket support leg, and moving a self-propelled trolley, the bracket and the bracket support leg to the next construction pier position; after same arrives in place, supporting the whole movable formwork system, dismantling a hanger system of the middle cross beam, the movable formwork falling as a whole, moving the movable formwork longitudinally under pushing of the self-propelled trolley, and the position of the rear cross beam being fixed; and moving the rear cross beam longitudinally and sliding same until the movable formwork, as a whole, longitudinally moves in place, and after same arrives in place, performing form assembly and jacking to conduct pouring construction of the next hole.

Description

移动模架过孔方法及过孔装置Method and device for passing through hole of movable mold base 技术领域Technical field
本发明涉及一种移动模架过孔方法及过孔装置,应用于箱梁并联墩柱间距小限制条件多的下行自行式移动模架桥梁施工,属于混凝土现浇箱梁施工技术领域。The invention relates to a method and a hole device for a mobile formwork via hole, which are applied to the construction of a downward self-propelled mobile formwork bridge with small spacing between box girder parallel piers and columns with many restrictions, and belongs to the technical field of cast-in-place concrete box girder construction.
背景技术Background technique
下行自行式移动模架是混凝土现浇箱梁专用设备,应用时对桥墩柱和箱梁的间距有一定的要求。尤其在施工铁路桥箱梁时,铁路桥箱梁并排相连,墩身间距小,相邻箱梁的先行浇筑,同时又限制了模板在主梁上端的横向开模,常规的移动模架开模过孔形式难以满足纵移过孔要求。现有下行自行式移动模架过孔形式有一种,一般采用主梁带动模板横向开模来实现过孔,特殊情况下通过模板在主梁上部整体横移实现开模过孔。当遇到墩柱间距小且箱梁并联的施工项目时无法满足过孔,进而无法使用移动模架施工,影响工期进度,施工难度大,尤其针对于多孔现浇箱梁的施工经济性差。The downward self-propelled mobile formwork is a special equipment for cast-in-place concrete box girder. There are certain requirements for the distance between the bridge pier column and the box girder during application. Especially in the construction of railway bridge box girder, the railway bridge box girder is connected side by side, the distance between the piers is small, the adjacent box girder is poured first, and at the same time, the horizontal mold opening of the formwork at the upper end of the main girder is restricted. The conventional mobile mold base opens the mold The form of vias is difficult to meet the requirements of longitudinal movement vias. There is one type of via hole for the existing downward self-propelled movable mold base. Generally, the main beam drives the template to open the mold horizontally to realize the hole. In special cases, the template is moved across the upper part of the main beam to realize the mold hole. When encountering a construction project with small pier-column spacing and parallel box girder, the via hole cannot be satisfied, and the mobile formwork cannot be used for construction, which affects the construction schedule and the construction is difficult, especially for the poor construction economy of the porous cast-in-place box girder.
发明内容Summary of the invention
为了解决下行自行式移动模架因局部受限无法顺利纵移过孔的难题,本发明目的是提供了一种移动模架过孔方法及过孔装置,能不影响下行自行式移动模架施工及过孔要求。In order to solve the problem that the downward self-propelled mobile formwork cannot be smoothly moved through the holes due to local limitations, the purpose of the present invention is to provide a mobile formwork through hole method and through hole device, which can not affect the construction of the downward self-propelled mobile formwork And via requirements.
本发明为实现上述目的,通过以下技术方案实现:In order to achieve the above objectives, the present invention is achieved through the following technical solutions:
一种移动模架过孔方法,包括以下步骤:A method for passing through a movable mold base includes the following steps:
1)墩柱承台上设置牛腿支腿和牛腿,在牛腿上方设置自行走小车,自行走小车上方设置纵梁,,纵梁包括主梁和位于主梁两侧的鼻梁,纵梁上方设置模板,主梁连接连系梁,横梁中的中横梁后横梁设置在已浇筑混凝土箱梁上,横梁中的前横梁设置在模架行走前进方向的墩顶上,横梁中前横梁及后横梁连接鼻梁,鼻梁位于主梁两侧且滑动安装自行走小车上;1) Corbel legs and corbels are set on the pier caps, self-propelled trolleys are set above the corbels, and longitudinal beams are set above the self-propelled trolleys. The longitudinal beams include the main beam and the nose bridge on both sides of the main beam, above the longitudinal beam Set the template, the main beam is connected with the connecting beam, the middle beam and the rear beam in the beam are set on the poured concrete box girder, the front beam in the beam is set on the top of the pier in the traveling direction of the formwork, and the middle and front beam and the rear beam in the beam Connect the bridge of the nose, which is located on both sides of the main bridge and slidably installed on the self-propelled trolley;
2)连系梁上设置中间机械顶,主梁上设置侧机械顶,移动模架的中间模板设置中间机械顶上,移动模架的侧模板设置在侧机械顶上,预压完成后调整模板标高,顶升合模后准备浇筑混凝土;2) A middle mechanical top is set on the connecting beam, a side mechanical top is set on the main beam, the middle template of the mobile mold base is set on the middle mechanical top, the side template of the mobile mold base is set on the side mechanical top, and the template is adjusted after the pre-compression is completed. Elevation, ready to pour concrete after lifting and closing the mold;
3)浇筑完毕后对混凝土进行养生;3) Curing the concrete after pouring;
4)利用前横梁、后横梁、中横梁吊挂整个移动模架系统,拆除牛腿及牛腿支腿,移动自行走小车、牛腿及牛腿支腿到下一施工墩位,自行走小车、牛腿及牛腿支腿到位安装;4) Use the front beam, rear beam and middle beam to suspend the entire mobile formwork system, remove the corbels and corbel legs, move the self-propelled trolley, corbel and corbel legs to the next construction pier, and the self-propelled trolley , Corbel and corbel legs are installed in place;
5)利用自行走小车、牛腿、牛腿支腿及后横梁支撑整个移动模架系统,拆除中横梁吊杆系 统,移动模架整体落模100-300mm,两侧模板在主梁顶部向两侧平移后随主梁纵移,中间底模保持原横向位置不变,从墩柱顶部中间通过,在自行走小车的推动下移动模架纵移,后横梁位置不动,纵移过程中连系梁依次打开通过对应墩柱随后合拢的方式进行移动模架纵移过孔;5) Use self-propelled trolleys, corbels, corbel legs and back beams to support the entire mobile formwork system, remove the middle beam suspension rod system, and move the formwork as a whole to drop 100-300mm, and the two sides of the formwork are on the top of the main beam. After lateral translation, it moves longitudinally with the main beam, the middle bottom mold keeps the original horizontal position unchanged, passes through the middle of the top of the pier column, and moves the mold frame longitudinally under the push of the self-propelled trolley. The position of the rear beam does not move. The tie beams are sequentially opened and the corresponding pier columns are then closed to move the formwork longitudinally through the holes;
6)自行走小车移动直线滚动导轨副配合后横梁纵移滑动,直至移动模架整体纵移到位,到位后合模顶升进行下一孔浇筑施工。6) After the self-propelled trolley moves the linear rolling guide pair to cooperate, the cross beam moves longitudinally and slides until the mobile formwork is moved longitudinally in place, and the mold is closed and lifted for the next hole pouring construction.
一种移动模架过孔方法用过孔装置,包括模板、纵梁、连系梁、横梁、底模工作车、牛腿支撑和升降机构;模板包括中间模板和位于中间模板两侧的侧模板;纵梁包括主梁和位于主梁两侧的鼻梁,沿模板长度方向设置;横梁包括依次设置的前横梁、中横梁及后横梁,沿模板宽度方向设置;连系梁两端与主梁连接;底模工作车设置连系梁下方,底模工作车能够沿主梁长度方向移动;牛腿支撑,设置在承台和自行走小车之间;自行走小车设置牛腿支撑上方,自行走小车上滑动安装鼻梁;纵移过孔单元包括位于鼻梁和后横梁以及鼻梁和前横梁之间的直线滚动导轨副;升降机构两端分别连接主梁和模板,升降机构包括用于顶升侧模板的侧机械顶和用于顶升中间模板的中间机械顶,侧机械顶两端分别连接主梁和侧模板,中间机械顶两端分别连接连系梁和中间模板。A through hole device for a mobile mold base through hole method, including a template, a longitudinal beam, a tie beam, a cross beam, a bottom mold work cart, a corbel support and a lifting mechanism; the template includes a middle template and side templates located on both sides of the middle template The longitudinal beam includes the main beam and the nose bridge on both sides of the main beam, which are arranged along the length of the template; the beam includes the front beam, the middle beam and the rear beam, which are arranged in sequence, and are arranged along the width direction of the template; the two ends of the connecting beam are connected with the main beam ; The bottom mold work cart is set below the connecting beam, and the bottom mold work cart can move along the length of the main beam; the corbel support is set between the bearing platform and the self-propelled trolley; the self-propelled trolley is set above the corbel support, and the self-propelled trolley The nose bridge is installed on the upper slide; the longitudinally moving through hole unit includes a pair of linear rolling guides located between the nose bridge and the rear cross beam and the nose bridge and the front cross beam; the two ends of the lifting mechanism are connected to the main beam and the template respectively, and the lifting mechanism includes a lifting mechanism for lifting the side template The side mechanical roof and the middle mechanical roof for lifting the middle formwork, the two ends of the side mechanical roof are respectively connected to the main beam and the side formwork, and the two ends of the middle mechanical roof are respectively connected to the tie beam and the middle formwork.
所述移动模架过孔方法用过孔装置优选方案,主梁为板材焊接的箱式结构,鼻梁为板材及型钢焊接的桁架结构。In the preferred solution of the mobile die frame through hole method using the through hole device, the main beam is a box structure welded by plates, and the nose bridge is a truss structure welded by plates and section steel.
所述移动模架过孔方法用过孔装置优选方案,连系梁为板材焊接的工型结构。In the preferred solution of the via hole device for the mobile mold base via method, the connecting beam is an I-shaped structure welded by plates.
所述移动模架过孔方法用过孔装置优选方案,牛腿支撑包括牛腿和牛腿支腿,所述牛腿为板材焊接的三角结构,牛腿支腿为板材焊接的箱式结构。In the preferred solution of the via hole device for the mobile mold base via hole method, the corbel support includes a corbel and a corbel leg, the corbel is a triangular structure welded by plates, and the corbel leg is a box structure welded by plates.
本发明的优点在于:The advantages of the present invention are:
两侧模板在主梁顶部向两侧平移后随主梁纵移,中间底模保持原横向位置不变,从墩顶中间通过实现移动模架横移过孔,后横梁与后鼻梁作为后支点辅助移动模架纵移过孔,解决了下行自行式移动模架无法适用于空间受限施工项目的难题,与采用其他形式施工相比可节省大量的人力物力,极大的缩短施工工期,节省成本,在施工工期紧张且施工难度高的项目中可体现出该设备的优势,其技术性、适用性和经济性可行。The formwork on both sides translates on the top of the main beam to both sides and then moves longitudinally with the main beam. The middle bottom form keeps the original horizontal position unchanged. The movable formwork is moved across the hole from the middle of the top of the pier, and the rear cross beam and the rear nose bridge are used as rear fulcrums. The auxiliary mobile formwork moves through the holes vertically, which solves the problem that the downward self-propelled formwork cannot be suitable for space-constrained construction projects. Compared with other forms of construction, it can save a lot of manpower and material resources, greatly shorten the construction period and save Cost, the advantages of this equipment can be reflected in projects with tight construction period and high construction difficulty, and its technicality, applicability and economy are feasible.
附图说明Description of the drawings
附图用来提供对本发明专利的进一步理解,并且构成说明书的一部分,与发明专利的实施例一起用于解释发明专利,并不构成对本发明专利的限制。The accompanying drawings are used to provide a further understanding of the patent of the present invention, and constitute a part of the specification. Together with the embodiments of the patent of the invention, they are used to explain the patent of the invention, and do not constitute a limitation to the patent of the present invention.
图1为本发明专利选定实施例的移动模架浇筑状态断面图;Figure 1 is a cross-sectional view of the mobile formwork in the pouring state of the selected embodiment of the invention patent;
图2为本发明专利选定实施例的移动模架行走状态断面图;Figure 2 is a cross-sectional view of the moving form of the movable mold carrier according to the selected embodiment of the patent of the present invention;
图3为本发明专利选定实施例的移动模架前横梁断面图;Figure 3 is a cross-sectional view of the front crossbeam of the movable formwork according to the selected embodiment of the invention patent;
图4为本发明专利选定实施例的移动模架中横梁断面图;4 is a cross-sectional view of the middle beam of the movable formwork according to the selected embodiment of the invention patent;
图5为本发明专利选定实施例的移动模架后横梁断面图;Figure 5 is a cross-sectional view of the rear cross beam of the movable formwork according to the selected embodiment of the invention patent;
图6为本发明专利选定实施例的移动模架纵向施工图;Figure 6 is a longitudinal construction drawing of the mobile formwork of the selected embodiment of the invention patent;
图7为本发明专利选定实施例的去掉墩柱及牛腿小车后放大示意图。Fig. 7 is an enlarged schematic diagram of the selected embodiment of the patent of the present invention after removing the pillars and the corbel cart.
其中,1-模板;2-主梁;3-鼻梁;4-横梁;5-自行走小车;6-牛腿;7-牛腿支腿;8-前横梁;9-中横梁;10-后横梁,11-底模工作小车,12-中间机械顶,13-侧机械顶,14-侧模板,15-中间底模,16-水平缸。Among them, 1- template; 2- main beam; 3- nose bridge; 4- beam; 5- self-propelled trolley; 6-corbel; 7-corbel leg; 8-front beam; 9-middle beam; 10-back Cross beam, 11-bottom mold working trolley, 12-middle mechanical top, 13-side mechanical top, 14-side template, 15-middle bottom mold, 16-horizontal cylinder.
具体实施方式detailed description
下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative work shall fall within the protection scope of the present invention.
本发明的描述中,需要说明的是,术语“竖直”、“上”、“下”、“水平”等指示的方位或者位置关系为基于附图所示的方位或者位置关系,仅是为了便于描述本实用和简化描述,而不是指示或者暗示所指的装置或者元件必须具有特定的方位,以特定的方位构造和操作,因此不能理解为对本发明的限制。此外,“第一”、“第二”、“第三”、“第四”仅用于描述目的,而不能理解为指示或者暗示相对重要性。正如背景技术所述下行自行式移动模架因局部受限无法顺利纵移过孔的难题。为了解决上述问题,本发明采用以下技术方案:一种利用横向微开模移动模架过孔装置进行移动模架过孔方法,包括以下步骤:In the description of the present invention, it should be noted that the directions or positional relationships indicated by the terms "vertical", "upper", "lower", "horizontal" and the like are based on the directions or positional relationships shown in the drawings, and are only for It is convenient to describe the utility and simplified description, rather than indicating or implying that the pointed device or element must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation of the present invention. In addition, "first", "second", "third", and "fourth" are only used for descriptive purposes, and cannot be understood as indicating or implying relative importance. As described in the background art, the downward self-propelled movable formwork cannot be smoothly moved longitudinally through the hole due to local limitations. In order to solve the above-mentioned problems, the present invention adopts the following technical solution: a method for moving a mold base through a hole using a lateral micro-opening moving mold base through hole device, including the following steps:
1)墩柱上设置牛腿支腿7和牛腿6,在牛腿6上方设置自行走小车5,自行走小车5上方设置纵梁,,纵梁包括主梁2和位于主梁2两侧的鼻梁3,纵梁上方设置模板,主梁2连接连系梁4,纵梁上方设置模板,横梁中的中横梁9后横梁10设置在已浇筑混凝土箱梁上,横梁中的前横梁8设置在模架行走前进方向的墩顶上,横梁中前横梁8及后横梁10连接鼻梁3,鼻梁3位于主梁两侧且滑动安装自行走小车5上;1) Corbel legs 7 and corbel 6 are set on the pier column, self-propelled trolley 5 is set above the corbel 6, and longitudinal beams are set above the self-propelled trolley 5. The longitudinal beams include the main beam 2 and the two sides of the main beam 2. Nose bridge 3, a formwork is set above the longitudinal beam, the main beam 2 is connected to the connecting beam 4, and the formwork is set above the longitudinal beam. The middle beam 9 and the rear beam 10 of the beam are set on the cast concrete box beam, and the front beam 8 of the beam is set on On the top of the pier in the forward direction of the formwork, the front cross beam 8 and the rear cross beam 10 in the cross beam are connected to the nose bridge 3, which is located on both sides of the main beam and is slidably installed on the self-propelled trolley 5;
2)连系梁4上设置中间机械顶12,主梁2上设置侧机械顶13,移动模架的中间模板15设置中间机械顶12上,移动模架的侧模板14设置在侧机械顶13上,预压完成后调整模板标高,顶升合模后准备浇筑混凝土;2) The connecting beam 4 is provided with a middle mechanical roof 12, the main beam 2 is provided with a side mechanical roof 13, the middle template 15 of the mobile formwork is set on the middle mechanical roof 12, and the side formwork 14 of the mobile formwork is set on the side mechanical roof 13. After the pre-compression is completed, adjust the height of the formwork, and prepare to pour the concrete after lifting and closing the form;
3)浇筑完毕后对混凝土进行养生;3) Curing the concrete after pouring;
4)利用前横梁8、后横梁10、中横梁9吊挂整个移动模架系统,拆除牛腿6及牛腿支腿7,移动自行走小车5、牛腿6及牛腿支腿7到下一施工墩位,自行走小车5、牛腿6及牛腿支腿7到位安装;4) Use the front beam 8, the rear beam 10, and the middle beam 9 to suspend the entire mobile formwork system, remove the corbel 6 and the corbel leg 7, and move the self-propelled trolley 5, corbel 6 and corbel leg 7 to the bottom A construction pier, self-propelled trolley 5, corbel 6 and corbel leg 7 are installed in place;
5)利用自行走小车5、牛腿6、牛腿支腿7及后横梁10支撑整个移动模架系统,拆除中横梁9吊杆系统,移动模架整体落模100-300mm,两侧模板14在主梁2顶部向两侧平移后随主梁2纵移,中间底模15保持原横向位置不变,从墩柱顶部中间通过,在自行走小车5的推动下移动模架纵移,后横梁10位置不动,纵移过程中连系梁4依次打开通过对应墩柱随后合拢的方式进行移动模架纵移过孔;5) Use the self-propelled trolley 5, the corbel 6, the corbel leg 7 and the rear cross beam 10 to support the entire mobile formwork system, remove the middle beam 9 suspender system, the mobile formwork as a whole drop 100-300mm mold, 14 templates on both sides After the top of the main beam 2 is translated to both sides, it moves longitudinally with the main beam 2. The middle bottom mold 15 keeps the original lateral position unchanged, passes through the middle of the top of the pier column, and moves the mold frame longitudinally under the push of the self-propelled trolley 5. The position of the cross beam 10 does not move, and the connecting beam 4 is opened in sequence during the longitudinal movement, and the corresponding pier column is then closed to move the mold frame longitudinally through the hole;
6)自行走小车5移动直线滚动导轨副配合后横梁10纵移滑动,直至移动模架整体纵移到位,到位后合模顶升进行下一孔浇筑施工。6) The self-propelled trolley 5 moves the linear rolling guide pair to cooperate with the cross beam 10 to longitudinally move and slide until the mobile formwork is moved longitudinally in place, and the mold is closed and lifted for the next hole pouring construction.
一种横向微开模移动模架过孔装置,包括模板、纵梁、连系梁4、横梁、底模工作车11、牛腿支撑和升降机构,其中:A lateral micro-mold opening mobile mold base through hole device, including a template, a longitudinal beam, a connecting beam 4, a cross beam, a bottom mold work car 11, a corbel support and lifting mechanism, wherein:
模板包括中间模板15和位于中间模板15两侧的侧模板14,侧模板14底部设有H型钢,此结构模板主要考虑两侧空间及墩柱顶部垫石的影响,两侧模板14可以在有限的范围通过横向设置的水平缸16向外水平移动,中间模板15位置是不动的,只能由横梁带动在墩柱顶部垫石之间向前纵移;The formwork includes a middle formwork 15 and a side formwork 14 located on both sides of the middle formwork 15. The bottom of the side formwork 14 is equipped with H-shaped steel. This structural formwork mainly considers the influence of the space on both sides and the cushion stone on the top of the pier. The range is moved horizontally outward through the horizontal cylinder 16 arranged horizontally, the position of the middle template 15 is not moving, and it can only be moved longitudinally forward between the cushion stones on the top of the pier driven by the beam;
纵梁包括主梁2和位于主梁2两侧的鼻梁3,沿模板长度方向设置,主梁2横向位置不动,只是纵向移动带动两侧模板14纵移;The longitudinal beams include the main beam 2 and the nose bridges 3 located on both sides of the main beam 2, which are arranged along the length of the formwork. The main beam 2 does not move horizontally, but the longitudinal movement drives the longitudinal movement of the formwork 14 on both sides;
横梁包括依次设置的前横梁8、中横梁9及后横梁10,沿模板宽度方向设置;The crossbeam includes a front crossbeam 8, a middle crossbeam 9 and a rear crossbeam 10 arranged in sequence, which are arranged along the width direction of the formwork;
连系梁4,两端与主梁2通过螺栓连接;The connecting beam 4 is connected with the main beam 2 by bolts at both ends;
底模工作车11,设置连系梁下方,底模工作车11能够沿主梁2长度方向移动;The bottom mold work cart 11 is arranged under the connecting beam, and the bottom mold work cart 11 can move along the length direction of the main beam 2;
牛腿支撑,设置在承台和自行走小车5之间;Corbel support, set between the bearing platform and the self-propelled trolley 5;
纵移过孔单元,包括位于鼻梁3和后横梁10以及鼻梁3和前横梁8之间的直线滚动导轨副,实际在鼻梁3上部焊接T形导轨,后横梁10下部设置滚轮机构,箱梁内侧设置提梁预留孔,后横梁10下部滚轮机构与鼻梁3上部T型轨道卡套在一起,利用其作为支点辅助移动模架纵移过孔,待滚轮脱离T形导轨后,将后横梁10自行移动至下一工位;The longitudinally moving through hole unit includes a linear rolling guide pair located between the nose bridge 3 and the rear cross beam 10, and between the nose bridge 3 and the front cross beam 8. Actually, the upper part of the nose bridge 3 is welded with a T-shaped guide rail, and the lower part of the rear cross beam 10 is provided with a roller mechanism. Set the reserved holes for the lifting beam, the lower roller mechanism of the rear cross beam 10 and the upper T-shaped track of the nose bridge 3 are clamped together, and use it as a fulcrum to assist the moving mold carrier to move longitudinally through the hole. After the rollers are separated from the T-shaped guide rail, the rear cross beam 10 Move to the next station;
升降机构两端分别连接主梁2和模板,升降机构包括用于顶升侧模板14的侧机械顶13和用于顶升中间模板15的中间机械顶12,侧机械顶13两端分别连接主梁2和侧模板14,中间机械顶12两端分别连接连系梁和中间模板15。The two ends of the lifting mechanism are respectively connected to the main beam 2 and the formwork. The lifting mechanism includes a side mechanical top 13 for lifting the side formwork 14 and a middle mechanical top 12 for lifting the middle formwork 15. The two ends of the side mechanical top 13 are respectively connected to the main The two ends of the beam 2 and the side formwork 14 and the middle mechanical roof 12 are respectively connected to the connecting beam and the middle formwork 15.
本实施例中,主梁2为板材焊接的箱式结构,主梁2在箱梁施工过程中承担混凝土 受力。In this embodiment, the main beam 2 is a box structure welded by plates, and the main beam 2 bears the concrete force during the construction of the box beam.
本实施例中,鼻梁3为板材及型钢焊接的桁架结构,主要用于移动模架的纵向行走。In this embodiment, the nose bridge 3 is a truss structure welded by plate and section steel, which is mainly used for the longitudinal walking of the movable formwork.
本实施例中,连系梁为板材焊接的工型结构,用于横向连接主梁、浇筑混凝土时的受力及中间部分模板的纵向行走,连系梁需要带动中间底模纵移,所以连系梁不能全部打开进行模架纵移,且连系梁全部打开会影响模架整体稳定性。连系梁采取依次打开通过对应墩柱随后合拢的方式进行移动模架纵移过孔。In this embodiment, the tie beam is a plate-welded I-shaped structure, which is used to horizontally connect the main beam, the force when pouring concrete, and the longitudinal walking of the middle part of the template. The tie beam needs to drive the middle bottom mold to move longitudinally, so the connecting beam The tie beams cannot be fully opened for longitudinal movement of the formwork, and all the tie beams are opened will affect the overall stability of the formwork. The connecting beams are opened in sequence, and then the corresponding piers are closed to move the formwork longitudinally through the holes.
本实施例中,牛腿支撑包括牛腿6和牛腿支腿7,所述牛腿6为板材焊接的三角结构,由于空间的限制及移动模架的微开模形式,此方案设计为小型三角牛腿结构,用于承受浇筑及行走时整个移动模架的受力,牛腿支腿7为板材焊接的箱式结构。In this embodiment, the corbel support includes a corbel 6 and a corbel leg 7. The corbel 6 is a triangular structure welded by plates. Due to space constraints and the micro-opening form of the movable mold base, this solution is designed as a small triangle The corbel structure is used to bear the force of the entire movable formwork during pouring and walking. The corbel leg 7 is a box-type structure welded by plates.
最后应说明的是:以上所述仅为本发明的优选实施例而已,并不用于限制本发明,尽管参照前述实施例对本发明进行了详细的说明,对于本领域的技术人员来说,其依然可以对前述各实施例所记载的技术方案进行修改,或者对其中部分技术特征进行等同替换。凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。Finally, it should be noted that the above are only the preferred embodiments of the present invention and are not intended to limit the present invention. Although the present invention has been described in detail with reference to the foregoing embodiments, it is still for those skilled in the art. The technical solutions described in the foregoing embodiments may be modified, or some of the technical features may be equivalently replaced. Any modification, equivalent replacement, improvement, etc., made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (5)

  1. 一种移动模架过孔方法,其特征在于:包括以下步骤:A method for passing through a movable mold base is characterized in that it comprises the following steps:
    1)墩柱承台上设置牛腿支腿(7)和牛腿(6),在牛腿(6)上方设置自行走小车(5),自行走小车(5)上方设置纵梁,纵梁包括主梁(2)和位于主梁(2)两侧的鼻梁(3),纵梁上方设置模板,主梁(2)连接连系梁(4),横梁中的中横梁(9)和后横梁(10)设置在已浇筑混凝土箱梁上,横梁中的前横梁(8)设置在模架行走前进方向的墩顶上,横梁中前横梁(8)及后横梁(10)连接鼻梁(3),鼻梁(3)位于主梁两侧且滑动安装自行走小车(5)上;1) Corbel legs (7) and corbels (6) are set on the pier caps. Self-propelled trolleys (5) are set above the corbels (6), and longitudinal beams are set above the self-propelled trolleys (5). The longitudinal beams include The main beam (2) and the nose bridge (3) on both sides of the main beam (2), a template is set above the longitudinal beam, the main beam (2) is connected to the connecting beam (4), the middle beam (9) and the rear beam in the beam (10) Set on the poured concrete box beam, the front beam (8) of the beam is set on the top of the pier in the traveling direction of the formwork, and the front beam (8) and the rear beam (10) of the beam are connected to the nose beam (3) , The nose bridge (3) is located on both sides of the main beam and is slidably installed on the self-propelled trolley (5);
    2)连系梁(4)上设置中间机械顶(12),主梁(2)上设置侧机械顶(13),移动模架的中间模板(15)设置中间机械顶(12)上,移动模架的侧模板(14)设置在侧机械顶(13)上,预压完成后调整模板标高,顶升合模后准备浇筑混凝土;2) A middle mechanical roof (12) is set on the connecting beam (4), a side mechanical roof (13) is set on the main beam (2), and the middle template (15) of the movable mold base is set on the middle mechanical roof (12). The side formwork (14) of the formwork is set on the side mechanical roof (13), the height of the formwork is adjusted after the pre-compression is completed, and the concrete is ready to be poured after the formwork is lifted and closed;
    3)浇筑完毕后对混凝土进行养生;3) Curing the concrete after pouring;
    4)利用前横梁(8)、后横梁(10)、中横梁(9)吊挂整个移动模架系统,拆除牛腿(6)及牛腿支腿(7),移动自行走小车(5)、牛腿(6)及牛腿支腿(7)到下一施工墩位,自行走小车(5)、牛腿(6)及牛腿支腿(7)到位安装;4) Use the front cross beam (8), the rear cross beam (10), and the middle cross beam (9) to hang the entire mobile formwork system, remove the corbel (6) and the corbel leg (7), and move the self-propelled trolley (5) , Corbel (6) and corbel leg (7) to the next construction pier, self-propelled trolley (5), corbel (6) and corbel leg (7) are installed in place;
    5)利用自行走小车(5)、牛腿(6)、牛腿支腿(7)及后横梁(10)支撑整个移动模架系统,拆除中横梁(9)吊杆系统,移动模架整体落模100-300mm,两侧模板(14)在主梁(2)顶部向两侧平移后随主梁(2)纵移,中间底模(15)保持原横向位置不变,从墩柱顶部中间通过,在自行走小车(5)的推动下移动模架纵移,后横梁(10)位置不动,纵移过程中连系梁(4)依次打开通过对应墩柱随后合拢的方式进行移动模架纵移过孔;5) Use the self-propelled trolley (5), the corbel (6), the corbel leg (7) and the rear cross beam (10) to support the entire mobile formwork system, remove the middle beam (9) boom system, and move the formwork as a whole The drop mold is 100-300mm, the two side templates (14) are translated on the top of the main beam (2) to both sides and then move longitudinally with the main beam (2), and the middle bottom mold (15) remains unchanged from the top of the pier column. In the middle, the movable formwork moves longitudinally under the push of the self-propelled trolley (5), and the rear cross beam (10) does not move. During the longitudinal movement, the connecting beams (4) are opened in sequence and moved by the corresponding pier column and then closed. The mold base moves longitudinally through the hole;
    6)自行走小车(5)移动直线滚动导轨副配合后横梁(10)纵移滑动,直至移动模架整体纵移到位,到位后合模顶升进行下一孔浇筑施工。6) The self-propelled trolley (5) moves the linear rolling guide pair to cooperate with the cross beam (10) to longitudinally move and slide until the mobile formwork is moved longitudinally in place, and the mold is closed and lifted for the next hole pouring construction.
  2. 一种权利要求1所述移动模架过孔方法用过孔装置,其特征在于:包括模板、纵梁、连系梁(4)、横梁、底模工作车(11)、牛腿支撑和升降机构;模板包括中间模板(15)和位于中间模板(15)两侧的侧模板(14);纵梁包括主梁(2)和位于主梁(2)两侧的鼻梁(3),沿模板长度方向设置;横梁包括依次设置的前横梁(8)、中横梁(9)及后横梁(10),沿模板宽度方向设置;连系梁(4)两端与主梁(2)连接;底模工作车(11)设置连系梁下方,底模工作车(11)能够沿主梁(2)长度方向移动;牛腿支撑,设置在承台和自行走小车(5)之间;自行走小车(5)设置牛腿支撑上方,自行走小车(5)上滑动安装鼻梁(3);纵移过孔单元包括位于鼻梁(3)和后横梁(10)以及鼻梁(3)和前横梁(8)之间的直线滚动导轨副;升降机构两端分别连接主梁(2)和模板,升降机构包括用于顶升 侧模板(14)的侧机械顶(13)和用于顶升中间模板(15)的中间机械顶(12),侧机械顶(13)两端分别连接主梁(2)和侧模板(14),中间机械顶(12)两端分别连接连系梁(4)和中间模板(15)。A through hole device for a mobile mold base through hole method according to claim 1, characterized in that it comprises a template, a longitudinal beam, a tie beam (4), a cross beam, a bottom mold work car (11), a corbel support and lifting Mechanism; the template includes the middle template (15) and the side template (14) located on both sides of the middle template (15); the longitudinal beam includes the main beam (2) and the nose bridge (3) on both sides of the main beam (2), along the template The beam is arranged in the length direction; the beam includes a front beam (8), a middle beam (9) and a rear beam (10) arranged in sequence along the width direction of the formwork; the two ends of the tie beam (4) are connected with the main beam (2); the bottom The mold work cart (11) is set under the connecting beam, and the bottom mold work cart (11) can move along the length direction of the main beam (2); the corbel is supported and set between the bearing platform and the self-propelled trolley (5); The trolley (5) is set above the corbel support, and the nose bridge (3) is slidably installed on the self-propelled trolley (5); the longitudinally moving through hole unit includes the nose bridge (3) and the rear cross beam (10), the nose bridge (3) and the front cross beam ( 8) between the linear rolling guide pair; the two ends of the lifting mechanism are respectively connected to the main beam (2) and the template. The lifting mechanism includes a side mechanical top (13) for lifting the side template (14) and a middle template for lifting The two ends of the middle mechanical roof (12) and the side mechanical roof (13) of (15) are respectively connected to the main beam (2) and the side template (14), and the two ends of the middle mechanical roof (12) are connected to the connecting beams (4) and Intermediate template (15).
  3. 根据权利要求2所述移动模架过孔方法用过孔装置,其特征在于:主梁(2)为板材焊接的箱式结构,鼻梁(3)为板材及型钢焊接的桁架结构。The via device for the mobile mold base via method according to claim 2, wherein the main beam (2) is a box structure welded by plates, and the nose bridge (3) is a truss structure welded by plates and section steel.
  4. 根据权利要求2所述移动模架过孔方法用过孔装置,其特征在于:连系梁(4)为板材焊接的工型结构。The via device for the mobile mold base via method according to claim 2, wherein the connecting beam (4) is an I-shaped structure welded by plates.
  5. 根据权利要求2至4任一项所述移动模架过孔方法用过孔装置,其特征在于:牛腿支撑包括牛腿(6)和牛腿支腿(7),所述牛腿(6)为板材焊接的三角结构,牛腿支腿(7)为板材焊接的箱式结构。The via device for the mobile mold base via method according to any one of claims 2 to 4, wherein the corbel support includes a corbel (6) and a corbel leg (7), and the corbel (6) It is a triangular structure welded by plates, and the corbel leg (7) is a box structure welded by plates.
PCT/CN2019/115005 2019-08-20 2019-11-01 Method for movable formwork passing through hole, and device for movable formwork passing through hole WO2021031354A1 (en)

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