CN206769927U - A kind of tunnel portal lining cutting full framing plate device - Google Patents

A kind of tunnel portal lining cutting full framing plate device Download PDF

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Publication number
CN206769927U
CN206769927U CN201720656299.5U CN201720656299U CN206769927U CN 206769927 U CN206769927 U CN 206769927U CN 201720656299 U CN201720656299 U CN 201720656299U CN 206769927 U CN206769927 U CN 206769927U
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China
Prior art keywords
steel
support
formwork
tunnel
door opening
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Expired - Fee Related
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CN201720656299.5U
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Chinese (zh)
Inventor
李福东
吴江涛
刘玉刚
阎有江
杨生宙
王字伟
孙涛
罗阳
杨草雷
周敏
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Sinohydro Engineering Bureau 4 Co Ltd
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Sinohydro Engineering Bureau 4 Co Ltd
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Abstract

本实用新型公开了一种隧道洞门衬砌满堂支架模板装置,包括门洞支架,还包括模板槽钢、钢拱架、拱形的钢模板和拱形的木质模板,门洞支架位于钢模板内,钢拱架为多个且沿隧道轴向分布,钢拱架支撑在钢模板的内侧,各个钢拱架之间通过模板槽钢连接,模板槽钢设置在钢拱架内侧,木质模板设置在钢模板外侧,模板槽钢和门洞支架之间设置有钢管支撑。本实用新型结构简单,安装、拆除及使用方便;成本低廉;工作效率高;节省隧道洞门处场地的占用。

The utility model discloses a tunnel door lining full hall support formwork device. There are multiple arches distributed along the axial direction of the tunnel. The steel arches are supported on the inner side of the steel formwork. The steel arches are connected by formwork channel steel. The formwork channel steel is set on the inside of the steel arch. On the outside, there is a steel pipe support between the formwork channel steel and the door opening bracket. The utility model has the advantages of simple structure, convenient installation, dismantling and use; low cost; high working efficiency;

Description

一种隧道洞门衬砌满堂支架模板装置A tunnel door lining full hall support formwork device

技术领域technical field

本实用新型属于暗挖隧道洞门衬砌模板施工领域,具体涉及一种隧道洞门衬砌满堂支架模板装置,适用于暗挖隧道洞门衬砌的施工。The utility model belongs to the construction field of the lining formwork for the tunnel door of an excavated tunnel, in particular to a formwork device for lining a full hall of the tunnel door, which is suitable for the construction of the lining of the tunnel door of an underground excavation.

背景技术Background technique

因隧道暗洞衬砌台车模板结构尺寸与隧道喇叭口式洞门尺寸不一致,如重新定制洞门台车,价格昂贵、拼装时间较长、台车使用率低、隧道洞门处场地或地形因素操作不方便;鉴于此为了进一步提高生产效率、节约成本、便于工人现场安装和拆除、节省场地占用等,制定该满堂支架洞门模板装置。Because the size of the template structure of the tunnel lining trolley is inconsistent with the size of the tunnel bell-mouth door, such as re-customizing the portal trolley, the price is expensive, the assembly time is long, the utilization rate of the trolley is low, and the location of the tunnel door or terrain factors The operation is inconvenient; in view of this, in order to further improve production efficiency, save costs, facilitate on-site installation and removal by workers, save space occupation, etc., the full hall support door formwork device is formulated.

实用新型内容Utility model content

本实用新型的目的是在于针对现有技术存在的问题,提供一种隧道洞门衬砌满堂支架模板装置,价格低廉,工作效率高,安装或拆除简单、节省隧道洞门处场地占用。The purpose of the utility model is to solve the problems existing in the prior art, and provide a tunnel door lining full hall support formwork device, which is low in price, high in work efficiency, easy to install or dismantle, and saves space occupied by the tunnel door.

本实用新型的上述目的通过以下技术方案实现:Above-mentioned purpose of the utility model is realized through the following technical solutions:

一种隧道洞门衬砌满堂支架模板装置,包括门洞支架,还包括模板槽钢、钢拱架、拱形的钢模板和拱形的木质模板,门洞支架位于钢模板内,钢拱架为多个且沿隧道轴向分布,钢拱架支撑在钢模板的内侧,各个钢拱架之间通过模板槽钢连接,模板槽钢设置在钢拱架内侧,木质模板设置在钢模板外侧,模板槽钢和门洞支架之间设置有钢管支撑。A formwork device for the lining of a tunnel portal, including a doorway bracket, formwork channel steel, a steel arch, an arched steel formwork and an arched wooden formwork, the doorway bracket is located in the steel formwork, and the steel arches are multiple And along the axial distribution of the tunnel, the steel arches are supported on the inner side of the steel formwork, and the steel arches are connected by formwork channel steel, the formwork channel steel is set inside the steel arch frame, the wooden formwork is set outside the steel formwork, and the formwork channel steel A steel pipe support is provided between the bracket and the door opening bracket.

如上所述的门洞支架包括两个与隧道轴向平行的门洞轴向槽钢,两个门洞轴向槽钢之间架设有若干个分配梁,各个分配梁沿隧道轴向分布,门洞轴向槽钢通过立柱支撑在地面。The above-mentioned door opening support includes two door opening axial channel steels parallel to the tunnel axis, and several distribution beams are erected between the two door opening axial channel steels. Each distribution beam is distributed along the tunnel axial direction, and the door opening axial grooves The steel is supported on the ground by columns.

如上所述钢管支撑包括三向垂直连接的横向支撑、轴向支撑和垂直支撑,横向支撑和垂直支撑通过顶托与模板槽钢连接,分配梁与位于分配梁上方的垂直支撑的底端连接。As mentioned above, the steel pipe supports include three-way vertically connected horizontal supports, axial supports and vertical supports. The horizontal supports and vertical supports are connected to the formwork channel steel through jacking brackets, and the distribution beam is connected to the bottom end of the vertical support above the distribution beam.

如上所述的模板槽钢和门洞支架之间设置有斜撑钢管。Diagonal bracing steel pipes are arranged between the above-mentioned formwork channel steel and the door opening bracket.

如上所述的木质模板和钢模板之间通过对拉杆固定。As mentioned above, the wooden formwork and the steel formwork are fixed by tie rods.

本实用新型与现有技术相比,具有以下优点:Compared with the prior art, the utility model has the following advantages:

1、结构简单,安装、拆除及使用方便;1. Simple structure, easy to install, remove and use;

2、成本低廉;2. Low cost;

3、工作效率高;3. High work efficiency;

4、节省隧道洞门处场地的占用。4. Save the occupation of the site at the tunnel door.

附图说明Description of drawings

图1为本实用新型的主视图。Fig. 1 is the front view of the utility model.

图2为本实用新型的侧视图。Fig. 2 is a side view of the utility model.

图中:1-钢管支撑;2-斜撑钢管;3-顶托;4-钢模板;5-钢拱架;6-立柱;7-门洞轴向槽钢;8-分配梁;9-木质模板;10-工字钢背肋;11-对拉杆;12-立柱斜撑;13-模板槽钢;14-门洞支架;101-横向支撑;102-轴向支撑;103-垂直支撑。In the figure: 1-steel pipe support; 2-diagonal bracing steel pipe; 3-jack; 4-steel formwork; 5-steel arch; 6-column; Template; 10-I-shaped steel back rib; 11-pair of tie rods; 12-column diagonal brace; 13-formwork channel steel; 14-door opening bracket;

具体实施方式detailed description

以下结合附图对本实用新型的技术方案作进一步详细描述。The technical scheme of the utility model is further described in detail below in conjunction with the accompanying drawings.

如图1~2所示,As shown in Figure 1~2,

一种隧道洞门衬砌满堂支架模板装置,包括门洞支架14,还包括模板槽钢13、钢拱架5、拱形的钢模板4和拱形的木质模板9,门洞支架14位于钢模板4内,钢拱架5为多个且沿隧道轴向分布,钢拱架5支撑在钢模板4的内侧,各个钢拱架5之间通过模板槽钢13连接,模板槽钢13设置在钢拱架5内侧,木质模板9设置在钢模板4外侧,模板槽钢13和门洞支架14之间设置有钢管支撑1。A tunnel door lining full hall support formwork device, including door opening support 14, and also includes formwork channel steel 13, steel arch frame 5, arched steel formwork 4 and arched wooden formwork 9, the doorway support 14 is located in the steel formwork 4 , there are multiple steel arches 5 distributed along the axial direction of the tunnel, the steel arches 5 are supported on the inside of the steel formwork 4, each steel arch 5 is connected by formwork channel steel 13, and the formwork channel steel 13 is arranged on the steel arch 5 inside, the wooden formwork 9 is arranged on the outside of the steel formwork 4, and a steel pipe support 1 is arranged between the formwork channel steel 13 and the door opening bracket 14.

如上所述的门洞支架14包括两个与隧道轴向平行的门洞轴向槽钢7,两个门洞轴向槽钢7之间架设有若干个分配梁8,各个分配梁8沿隧道轴向分布,门洞轴向槽钢7通过立柱6支撑在地面。The doorway support 14 described above includes two doorway axial channel steels 7 parallel to the tunnel axis, and several distribution beams 8 are erected between the two doorway axial channel steels 7, and each distribution beam 8 is distributed along the tunnel axis. , the axial channel steel 7 of the door opening is supported on the ground by the column 6.

如上所述钢管支撑1包括三向垂直连接的横向支撑101、轴向支撑102和垂直支撑103,横向支撑101和垂直支撑103通过顶托3与模板槽钢13连接,分配梁8与位于分配梁8上方的垂直支撑103的底端连接。As mentioned above, the steel pipe support 1 includes a horizontal support 101, an axial support 102 and a vertical support 103 vertically connected in three directions. The horizontal support 101 and the vertical support 103 are connected to the formwork channel steel 13 through the jacking 3. The bottom end of the vertical support 103 above the 8 is connected.

如上所述的模板槽钢13和门洞支架14之间设置有斜撑钢管2。Diagonal bracing steel pipes 2 are arranged between the above-mentioned formwork channel steel 13 and the door opening bracket 14 .

如上所述的木质模板9和钢模板4之间通过对拉杆11固定。As mentioned above, the wooden formwork 9 and the steel formwork 4 are fixed by the tie rods 11 .

隧道洞门采用本实用新型进行现浇。为不影响洞内施工,在隧道洞门中间设置一座门洞支架14,门洞支架14净空满足通车要求。门洞支架14形式基础采用立柱6,立柱6之间可采用立柱斜撑12连接,增强其整体稳定性,立柱6顶部与门洞轴向槽钢7相连,门洞轴向槽钢7与分配梁8相连。The tunnel door adopts the utility model for cast-in-place. In order not to affect the construction in the tunnel, a door opening bracket 14 is set in the middle of the tunnel door, and the clearance of the door opening bracket 14 meets the traffic requirements. The form foundation of the doorway support 14 adopts uprights 6, and the uprights 6 can be connected by upright diagonal braces 12 to enhance its overall stability. The top of the uprights 6 is connected with the doorway axial channel steel 7, and the doorway axial channel steel 7 is connected with the distribution beam 8 .

钢管支撑1包括横向支撑101、轴向支撑102和垂直支撑103,横向支撑101和垂直支撑103的端部安装顶托3,顶托3与模板槽钢13相连,模板槽钢13外侧布设钢拱架5,钢拱架5外侧布设钢模板4,钢模板4外侧布设隧道洞门钢筋笼,隧道洞门钢筋笼安装完成后安设木质模板9,木质模板9外侧背衬工字钢背肋10,为了确保钢模板4和木质模板9整体稳定,钢模板4与木质模板9通过对拉杆11固定。The steel pipe support 1 includes a horizontal support 101, an axial support 102 and a vertical support 103. The ends of the horizontal support 101 and the vertical support 103 are installed with a jacking bracket 3, and the jacking bracket 3 is connected with the formwork channel steel 13, and a steel arch is arranged on the outside of the formwork channel steel 13. Frame 5, steel formwork 4 is arranged on the outside of steel arch frame 5, and steel formwork 4 is arranged on the outside of steel formwork 4. Tunnel door reinforcement cage is arranged on the outside. After the installation of tunnel door reinforcement cage is completed, wooden formwork 9 is installed. , in order to ensure the overall stability of the steel formwork 4 and the wooden formwork 9, the steel formwork 4 and the wooden formwork 9 are fixed by the tie rods 11.

本文中所描述的具体实施例仅仅是对本实用新型精神作举例说明。本实用新型所属技术领域的技术人员可以对所描述的具体实施例做各种各样的修改或补充或采用类似的方式替代,但并不会偏离本实用新型的精神或者超越所附权利要求书所定义的范围。The specific embodiments described herein are only examples to illustrate the spirit of the present invention. Those skilled in the technical field to which the utility model belongs can make various modifications or supplements to the described specific embodiments or adopt similar methods to replace them, but they will not deviate from the spirit of the utility model or go beyond the appended claims defined range.

Claims (5)

1. a kind of tunnel portal lining cutting full framing plate device, including door opening support(14), it is characterised in that also including template Channel-section steel(13), steel arch-shelf(5), arch steel form(4)With the wooden template of arch(9), door opening support(14)Positioned at steel form (4)It is interior, steel arch-shelf(5)For it is multiple and along tunnel axially be distributed, steel arch-shelf(5)It is supported on steel form(4)Inner side, each steel arch Frame(5)Between pass through template channel-section steel(13)Connection, template channel-section steel(13)It is arranged on steel arch-shelf(5)Inner side, wooden template(9)Set In steel form(4)Outside, template channel-section steel(13)With door opening support(14)Between be provided with steel pipe support(1).
A kind of 2. tunnel portal lining cutting full framing plate device according to claim 1, it is characterised in that described door Hole support(14)Including two door opening axial direction channel-section steels axially in parallel with tunnel(7), two door opening axial direction channel-section steels(7)Between set up There are several distribution beams(8), each distribution beam(8)Axially it is distributed along tunnel, door opening axial direction channel-section steel(7)Pass through column(6)Support On ground.
A kind of 3. tunnel portal lining cutting full framing plate device according to claim 2, it is characterised in that the steel pipe Support(1)Including three-dimensional cross-brace connected vertically(101), axially support(102)And vertical support(103), cross-brace (101)And vertical support(103)Pass through jacking(3)With template channel-section steel(13)Connection, distribution beam(8)With positioned at distribution beam(8)On The vertical support of side(103)Bottom connection.
A kind of 4. tunnel portal lining cutting full framing plate device according to claim 1, it is characterised in that described mould Board slot steel(13)With door opening support(14)Between be provided with diagonal brace steel pipe(2).
A kind of 5. tunnel portal lining cutting full framing plate device according to claim 1, it is characterised in that described wood Matter template(9)And steel form(4)Between by pull bar(11)It is fixed.
CN201720656299.5U 2017-06-07 2017-06-07 A kind of tunnel portal lining cutting full framing plate device Expired - Fee Related CN206769927U (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109139049A (en) * 2018-09-10 2019-01-04 中铁局集团第二工程有限公司 A kind of lining of Underground Subway Station two button arch construction method
CN109538242A (en) * 2018-10-23 2019-03-29 中建局集团第建筑有限公司 Building method of tunnel construction formwork support
CN113530569A (en) * 2021-06-23 2021-10-22 中交二公局第四工程有限公司 A construction method for the second lining of the bell mouth of a buried tunnel

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109139049A (en) * 2018-09-10 2019-01-04 中铁局集团第二工程有限公司 A kind of lining of Underground Subway Station two button arch construction method
CN109139049B (en) * 2018-09-10 2020-05-08 中铁一局集团第二工程有限公司 Construction method for secondary lining buckling arch of underground excavation station of subway
CN109538242A (en) * 2018-10-23 2019-03-29 中建局集团第建筑有限公司 Building method of tunnel construction formwork support
CN109538242B (en) * 2018-10-23 2020-09-29 中建一局集团第一建筑有限公司 A kind of construction method of tunnel construction formwork support
CN113530569A (en) * 2021-06-23 2021-10-22 中交二公局第四工程有限公司 A construction method for the second lining of the bell mouth of a buried tunnel

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Granted publication date: 20171219