WO2023010833A1 - Corrugated steel partition wall structure - Google Patents

Corrugated steel partition wall structure Download PDF

Info

Publication number
WO2023010833A1
WO2023010833A1 PCT/CN2022/077916 CN2022077916W WO2023010833A1 WO 2023010833 A1 WO2023010833 A1 WO 2023010833A1 CN 2022077916 W CN2022077916 W CN 2022077916W WO 2023010833 A1 WO2023010833 A1 WO 2023010833A1
Authority
WO
WIPO (PCT)
Prior art keywords
partition wall
longitudinal
wall structure
transverse
corrugated
Prior art date
Application number
PCT/CN2022/077916
Other languages
French (fr)
Chinese (zh)
Inventor
赵建华
Original Assignee
西安世纪金属结构有限公司
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 西安世纪金属结构有限公司 filed Critical 西安世纪金属结构有限公司
Publication of WO2023010833A1 publication Critical patent/WO2023010833A1/en

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/14Layout of tunnels or galleries; Constructional features of tunnels or galleries, not otherwise provided for, e.g. portals, day-light attenuation at tunnel openings
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21FSAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
    • E21F17/00Methods or devices for use in mines or tunnels, not covered elsewhere
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21FSAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
    • E21F17/00Methods or devices for use in mines or tunnels, not covered elsewhere
    • E21F17/103Dams, e.g. for ventilation

Definitions

  • the invention relates to a cavity partition wall structure, in particular to a corrugated steel partition wall structure.
  • caverns tunnels, shafts, and inclined shafts
  • functions such as support, channel separation, or fire prevention and smoke exhaust.
  • partition walls have been widely used in the construction of various cave partition walls at home and abroad, accidents of partition wall instability due to the type selection and structural setting of cave partition walls are common.
  • the type and specific structure of the partition wall of the cave body are related to the stability, safety, reliability and durability of the partition wall, and even related to the construction and operation safety of the tunnel. It is a key issue in the study of the quality control of the partition wall.
  • the partition wall structure mostly adopts cast-in-place concrete structure, and the partition wall structure is mostly a longitudinal central partition wall structure, which is connected with the tunnel segment by planting bars.
  • the longitudinal central partition wall structure of this cast-in-place concrete The disadvantages are: first, the partition wall is high and thin, and it is very inconvenient to use the cast-in-place method, the construction speed is slow and the cost is high; the second is that the quality of concrete pouring at the connection between the partition wall and the tunnel is difficult to guarantee, and the strength is not enough; The third is that the anti-seismic effect is not good; the fourth is that it is impossible to realize the modular arrangement of the special-shaped multi-space partition wall structure according to the site conditions and usage needs.
  • the technical problem to be solved by the present invention is to propose a corrugated steel partition wall structure to overcome the problems in the prior art that the partition wall structure cannot realize multi-space partition, insufficient strength, slow construction speed, and high cost.
  • the technical solution proposed by the present invention is:
  • the partition wall structure is arranged in the cave body along the extension direction of the cave body, the partition wall structure divides the cave body into no less than two independent spaces, and the length of the partition wall structure is the same as the length of the cave body
  • the partition wall structure is composed of a plurality of partition wall panels connected in sequence, the partition wall panels include steel corrugated plates, longitudinal flanges and end flanges, and the longitudinal flanges and end flanges are fixedly arranged around the steel corrugated plates, Multiple groups of bolt holes are arranged on the longitudinal flange and the end flange, and the adjacent partition boards are connected by bolts.
  • partition wall structure includes transverse partition walls and longitudinal partition walls that are orthogonally connected to each other, and the partition wall structure divides the cavity into four independent spaces.
  • transverse partition wall is arranged above or below the transverse centerline of the cave body, and the longitudinal partition wall is arranged on the left or right part of the longitudinal centerline of the cave body 7 .
  • the transverse partition wall includes a left transverse partition wall and a right transverse partition wall, the outer ends of the left transverse partition wall and the right transverse partition wall are anchored with the holes through anchor bolts, and the left transverse partition wall and the right transverse partition wall
  • the inner end of the longitudinal partition wall and the first connecting plate are welded on the steel corrugated plate; the upper and lower ends of the longitudinal partition wall are anchored with the hole body through anchor bolts, and the second connecting plate is welded on the left and right sides of the steel corrugated plate of the longitudinal partition wall respectively.
  • the transverse partition wall, the right transverse partition wall and the longitudinal partition wall are superimposed through the first connecting plate and the second connecting plate and then bolted to each other by bolts.
  • the longitudinal partition wall includes an upper longitudinal partition wall and a lower longitudinal partition wall, the outer ends of the upper longitudinal partition wall and the lower longitudinal partition wall are anchored with the holes through anchor bolts, and the inner ends of the upper longitudinal partition wall and the lower longitudinal partition wall are corrugated steel plates
  • the second connection plate is welded on the top; the left and right ends of the transverse partition wall are anchored by anchor bolts and the hole body, and the first connection plate is welded on the upper and lower sides of the steel corrugated plate of the transverse partition wall respectively.
  • the wall and the transverse partition wall are connected by bolts through the superposition of the first connecting plate and the second connecting plate.
  • the partition wall structure is a single transverse partition wall or longitudinal partition wall, the partition wall structure divides the cave into two independent spaces, and the transverse partition wall or longitudinal partition wall is parallel to or perpendicular to the horizontal plane.
  • transverse partition wall is above or below the transverse centerline of the cave body; the longitudinal partition wall is on the left or right part of the longitudinal centerline of the cave body 1 .
  • the corrugated steel plate has a wave pitch of 75mm-400mm, a wave height of 25mm-237mm, and a thickness of the steel corrugated plate of 1.5mm-10mm.
  • asbestos board strips are arranged between the longitudinal flanges of the adjacent two groups of partition wall panels and the joints of the end flanges and sprayed with refractory paint.
  • a corrugated steel partition wall structure is arranged in the cave body along the extension direction of the cave body to divide the cave body into no less than two independent spaces, and the length of the partition wall structure is the same as the length of the cave body;
  • the partition wall structure is composed of multiple partition wall boards connected in sequence, the partition wall boards include steel corrugated boards, bolt holes are provided on the edges of the multiple steel corrugated boards, and multiple adjacent steel corrugated boards are stacked in sequence and connected by bolts.
  • the present invention realizes the multi-space, special-shaped and asymmetrical partition of the cave structure, and the modular structure of the partition wall structure enables the partition forms required by different site conditions and usage to be strongly supported, greatly broadening the construction form of the partition wall structure .
  • the present invention replaces the traditional cement partition wall structure by splicing modular partition wall panels, which has fast construction speed and low construction cost, and at the same time ensures the strength, deformation resistance and earthquake resistance of the partition wall structure.
  • Fig. 1 is the overall structure schematic diagram of embodiment 1 of the present invention.
  • Figure 2 is an enlarged view of A in Figure 1;
  • Fig. 3 is a schematic diagram of the overall structure of Embodiment 2 of the present invention.
  • Fig. 4 is an enlarged view at B of Fig. 3;
  • Fig. 5 is a schematic diagram of the overall structure of Embodiment 3 of the present invention.
  • Fig. 6 is the structural representation of partition board of the present invention.
  • Fig. 7 is a splicing schematic diagram of the partition board of the present invention.
  • Fig. 8 is a structural schematic diagram of the steel corrugated plate main body.
  • 1-hole body 2-partition wall plate, 3-steel corrugated plate, 4-longitudinal flange, 5-end flange, 6-bolt hole, 7-transverse partition wall, 701-left transverse partition wall , 702-right transverse partition wall, 8-longitudinal partition wall, 801-upper longitudinal partition wall, 802-lower longitudinal partition wall, 9-anchor bolt, 10-first connecting plate, 11-second connecting plate, 12-bolt.
  • a corrugated steel partition wall structure the partition wall structure is arranged in the cave body 1 along the extension direction of the cave body, the partition wall structure divides the cave body into four independent spaces, and the length of the partition wall structure is the same as that of the cave body 1 ; Referring to Fig. 6 and Fig.
  • the partition wall structure is composed of multiple partition wall boards 2 sequentially connected, the partition wall board 2 includes steel corrugated board 3, longitudinal flange 4 and end flange 5, longitudinal flange 4 and end flange
  • the flange 5 is fixedly arranged around the corrugated steel plate 3, and multiple groups of bolt holes 6 are arranged on the longitudinal flange 4 and the end flange 5, and the adjacent partition boards 2 are connected by bolts 12; Asbestos strips are arranged between the joints of the longitudinal flange 4 and the end flange 5 of the partition wall 2 as a sealing material, which is fire-resistant and high-temperature resistant.
  • the longitudinal flange 4 and the end flange 5 are sprayed with refractory paint.
  • the partition wall structure includes a transverse partition wall 7 and a longitudinal partition wall 8 which are connected orthogonally to each other. set up.
  • the transverse partition wall 7 includes a left transverse partition wall 701 and a right transverse partition wall 702, and the outer ends of the left transverse partition wall 701 and the right transverse partition wall 702 are all anchored to the hole body 1 through anchor bolts 9, and the left transverse partition wall
  • the first connecting plate 10 is welded on the inner end of the wall 701 and the right transverse partition wall 702 and the steel corrugated plate 3;
  • the left and right sides are respectively welded with the second connection plate 11, and the left transverse partition wall 701, the right transverse partition wall 702 and the vertical partition wall 8 are superimposed through the first connection plate 10 and the second connection plate 11 and then bolted by bolts 12.
  • the left transverse partition wall 701 and the right transverse partition wall 702 are on the same straight line, but it does not mean that the left transverse partition wall 701 and the right transverse partition wall 702 of the present invention have only this arrangement form, in other In the embodiment, the left transverse partition wall 701 and the right transverse partition wall 702 can be staggered up and down and fixed to the longitudinal partition wall 8 .
  • the wave pitch of the corrugated steel plate body 4 is 75mm-400mm, preferably 300mm, the wave height is 25mm-237mm, preferably 150mm, and the thickness of the steel corrugated plate 3 is 1.5mm-10mm, preferably 7mm; Customized according to site conditions, in this embodiment, the height is 6m-7.5m, preferably 6.5m, and the width is 1.5m-3m, preferably 2m.
  • a corrugated steel partition wall structure the partition wall structure is arranged in the cave body 1 along the extension direction of the cave body, the partition wall structure divides the cave body into four independent spaces, and the length of the partition wall structure is the same as that of the cave body 1 ; Referring to Fig. 6 and Fig.
  • the partition wall structure is composed of multiple partition wall boards 2 sequentially connected, the partition wall board 2 includes steel corrugated board 3, longitudinal flange 4 and end flange 5, longitudinal flange 4 and end flange
  • the flange 5 is fixedly arranged around the corrugated steel plate 3, and multiple groups of bolt holes 6 are arranged on the longitudinal flange 4 and the end flange 5, and the adjacent partition boards 2 are connected by bolts 12; Asbestos strips are arranged between the joints of the longitudinal flange 4 and the end flange 5 of the partition wall 2 as a sealing material, which is fire-resistant and high-temperature resistant.
  • the longitudinal flange 4 and the end flange 5 are sprayed with refractory paint.
  • the partition wall structure includes a transverse partition wall 7 and a longitudinal partition wall 8 which are connected orthogonally to each other. set up.
  • the longitudinal partition wall 8 includes an upper longitudinal partition wall 801 and a lower longitudinal partition wall 802, the outer ends of the upper longitudinal partition wall 801 and the lower longitudinal partition wall 802 are anchored to the hole 1 by anchor bolts 9, and the upper longitudinal partition wall 801 and the lower longitudinal partition wall At the inner end of 802, the second connecting plate 11 is welded on the steel corrugated plate 3;
  • the first connecting plate 10 , the upper longitudinal partition wall 801 , the lower longitudinal partition wall 802 and the transverse partition wall 7 are superimposed through the first connecting plate 10 and the second connecting plate 11 and bolted by bolts 12 .
  • the upper longitudinal partition wall 801 and the lower longitudinal partition wall 802 are not on the same straight line, but both are on the right of the longitudinal centerline. In other embodiments, the upper longitudinal partition wall 801 and the lower longitudinal partition wall 802 can be respectively arranged on the longitudinal centerline The left and right sides of the wall are connected with the transverse partition wall 7 then.
  • the wave pitch of the steel corrugated board body 4 is 75mm-400mm, preferably 150mm, the wave height is 25mm-237mm, preferably 100mm, and the thickness of the steel corrugated board 3 is 1.5mm-10mm, preferably 5mm; a single partition board 2 Customized according to site conditions.
  • the height is 5m-7.5m, preferably 5m, and the width is 1.5m-3m, preferably 2m.
  • the partition wall structure is a separate partition wall 7 , which divides the cave body 1 into upper and lower independent spaces, and the partition wall 7 is parallel to the horizontal plane.
  • the transverse partition wall 7 is above the transverse centerline of the cave body 1 , of course, in other embodiments, the transverse partition wall 7 may also be in the middle or lower part of the transverse centerline of the cave body 1 .
  • the partition wall structure can also be a single longitudinal partition wall 8, which divides the cave body 1 into two independent spaces on the left and right, and the longitudinal partition wall 8 is perpendicular to the horizontal plane.
  • the longitudinal partition wall 8 can be at the left, middle or right of the longitudinal centerline of the cave body 1 .
  • the partition wall structure is composed of multiple partition wall panels connected in sequence, the partition wall panels only include steel corrugated panels 3, bolt holes are set on the edges of multiple steel corrugated panels 3, and multiple panels Adjacent steel corrugated plates 3 are stacked in sequence and connected by bolts 12 .

Abstract

A corrugated steel partition wall structure, arranged in the center of a tunnel body (1) along an extension direction of a tunnel, a vertical shaft, or an inclined shaft to divide the tunnel into at least two independent spaces. The length of the partition wall structure is equal to that of the tunnel body (1); the partition wall structure is formed by sequentially connecting a plurality of partition wall plates, and each partition wall plate comprises a corrugated steel plate (3), longitudinal flanges (4), and end flanges (5); the longitudinal flanges and the end flanges are fixedly disposed around the corrugated steel plate; each of the longitudinal flanges and the end flanges is provided with a plurality of groups of bolt holes (6); adjacent partition wall plates are connected by bolts (12). The corrugated steel partition wall structure realizes multi-space, special-shaped and asymmetric partition of the tunnel body structure; the modular structure of the partition wall structure enables partition forms required for different on-site conditions and uses to be powerfully supported, thereby greatly broadening the construction form of the partition wall structure.

Description

波纹钢隔墙结构Corrugated steel partition wall structure 技术领域technical field
本发明涉及一种洞体隔墙结构,具体地说,涉及一种波纹钢隔墙结构。The invention relates to a cavity partition wall structure, in particular to a corrugated steel partition wall structure.
背景技术Background technique
随着洞体工程(隧道、竖井、斜井)的广泛施工,现场施工中,需要将洞体分隔为不同的区域,起到支撑、通道分隔或者防火排烟等功能。With the extensive construction of caverns (tunnels, shafts, and inclined shafts), it is necessary to divide the caverns into different areas during on-site construction to perform functions such as support, channel separation, or fire prevention and smoke exhaust.
虽然隔墙已广泛应用于国内外各个洞体隔墙施工中,但因洞体隔墙的类型选择和结构设置导致隔墙失稳事故屡见不鲜。洞体隔墙的类型和具体结构,关系到中隔墙的稳定性、安全性、可靠性和耐久性,甚至关系到隧道的施工和运行安全,是中隔墙质量控制研究的关键问题。在现有技术中,隔墙结构多采用现浇混凝土结构,隔墙结构多为纵向的中央隔墙结构,其与隧道管片利用植筋方式连接,这种现浇混凝土纵向中央隔墙结构的缺点是:一是中隔墙高度大而厚度较薄,采用现浇方式非常不便,施工速度慢、成本高;二是中隔墙与隧道的连接处的混凝土浇筑质量很难保证,强度不够;三是抗震效果不佳;四是无法根据现场情况和使用需要实现异形多空间隔墙结构的模块化布置。Although partition walls have been widely used in the construction of various cave partition walls at home and abroad, accidents of partition wall instability due to the type selection and structural setting of cave partition walls are common. The type and specific structure of the partition wall of the cave body are related to the stability, safety, reliability and durability of the partition wall, and even related to the construction and operation safety of the tunnel. It is a key issue in the study of the quality control of the partition wall. In the prior art, the partition wall structure mostly adopts cast-in-place concrete structure, and the partition wall structure is mostly a longitudinal central partition wall structure, which is connected with the tunnel segment by planting bars. The longitudinal central partition wall structure of this cast-in-place concrete The disadvantages are: first, the partition wall is high and thin, and it is very inconvenient to use the cast-in-place method, the construction speed is slow and the cost is high; the second is that the quality of concrete pouring at the connection between the partition wall and the tunnel is difficult to guarantee, and the strength is not enough; The third is that the anti-seismic effect is not good; the fourth is that it is impossible to realize the modular arrangement of the special-shaped multi-space partition wall structure according to the site conditions and usage needs.
发明内容Contents of the invention
本发明要解决的技术问题是提出一种波纹钢隔墙结构,以克服现有技术中隔墙结构无法实现多空间隔断、强度不足、施工速度慢、成本高等问题。The technical problem to be solved by the present invention is to propose a corrugated steel partition wall structure to overcome the problems in the prior art that the partition wall structure cannot realize multi-space partition, insufficient strength, slow construction speed, and high cost.
为实现上述目的,本发明提出的技术方案是:To achieve the above object, the technical solution proposed by the present invention is:
波纹钢隔墙结构,所述隔墙结构沿洞体的延伸方向设置在洞体内,隔墙结构将洞体分隔为不少于两个独立的空间,隔墙结构的长度与洞体的长度相同;所述隔墙结构由多片隔墙板依次连接构成,隔墙板包括钢波纹板、纵向法兰和端头法兰,纵向法兰和端头法兰固定设置在钢波纹板的四周,纵向法兰和端头法兰上均设置多组螺栓孔,相邻的隔墙板之间通过螺栓连接。Corrugated steel partition wall structure, the partition wall structure is arranged in the cave body along the extension direction of the cave body, the partition wall structure divides the cave body into no less than two independent spaces, and the length of the partition wall structure is the same as the length of the cave body The partition wall structure is composed of a plurality of partition wall panels connected in sequence, the partition wall panels include steel corrugated plates, longitudinal flanges and end flanges, and the longitudinal flanges and end flanges are fixedly arranged around the steel corrugated plates, Multiple groups of bolt holes are arranged on the longitudinal flange and the end flange, and the adjacent partition boards are connected by bolts.
进一步的,所述隔墙结构包括相互正交连接的横隔墙和纵隔墙,隔墙结构将洞体分隔为四个独立的空间。Further, the partition wall structure includes transverse partition walls and longitudinal partition walls that are orthogonally connected to each other, and the partition wall structure divides the cavity into four independent spaces.
进一步的,所述横隔墙在洞体的横向中心线上部或下部设置,所述纵隔墙在洞体7的纵向中心线左部或右部设置。Further, the transverse partition wall is arranged above or below the transverse centerline of the cave body, and the longitudinal partition wall is arranged on the left or right part of the longitudinal centerline of the cave body 7 .
进一步的,所述横隔墙包括左横隔墙和右横隔墙,左横隔墙和右横隔墙的 外端均通过锚栓与洞体锚固,在左横隔墙和右横隔墙的内端、钢波纹板上焊接第一连接板;所述纵隔墙的上下端均通过锚栓与洞体锚固,在所述纵隔墙的钢波纹板左右两侧分别焊接第二连接板,左横隔墙、右横隔墙与纵隔墙通过第一连接板、第二连接板叠置后通过螺栓栓接。Further, the transverse partition wall includes a left transverse partition wall and a right transverse partition wall, the outer ends of the left transverse partition wall and the right transverse partition wall are anchored with the holes through anchor bolts, and the left transverse partition wall and the right transverse partition wall The inner end of the longitudinal partition wall and the first connecting plate are welded on the steel corrugated plate; the upper and lower ends of the longitudinal partition wall are anchored with the hole body through anchor bolts, and the second connecting plate is welded on the left and right sides of the steel corrugated plate of the longitudinal partition wall respectively. The transverse partition wall, the right transverse partition wall and the longitudinal partition wall are superimposed through the first connecting plate and the second connecting plate and then bolted to each other by bolts.
进一步的,所述纵隔墙包括上纵隔墙和下纵隔墙,上纵隔墙和下纵隔墙的外端均通过锚栓与洞体锚固,在上纵隔墙和下纵隔墙的内端,钢波纹板上焊接第二连接板;所述横隔墙的左右端均通过锚栓与洞体锚固,在所述横隔墙的钢波纹板上下两侧分别焊接第一连接板,上纵隔墙、下纵隔墙与横隔墙通过第一连接板、第二连接板叠置通过螺栓栓接。Further, the longitudinal partition wall includes an upper longitudinal partition wall and a lower longitudinal partition wall, the outer ends of the upper longitudinal partition wall and the lower longitudinal partition wall are anchored with the holes through anchor bolts, and the inner ends of the upper longitudinal partition wall and the lower longitudinal partition wall are corrugated steel plates The second connection plate is welded on the top; the left and right ends of the transverse partition wall are anchored by anchor bolts and the hole body, and the first connection plate is welded on the upper and lower sides of the steel corrugated plate of the transverse partition wall respectively. The wall and the transverse partition wall are connected by bolts through the superposition of the first connecting plate and the second connecting plate.
进一步的,所述隔墙结构为单独的横隔墙或纵隔墙,隔墙结构将洞体分隔为两个独立的空间,横隔墙或纵隔墙与水平面平行或垂直。Further, the partition wall structure is a single transverse partition wall or longitudinal partition wall, the partition wall structure divides the cave into two independent spaces, and the transverse partition wall or longitudinal partition wall is parallel to or perpendicular to the horizontal plane.
进一步的,所述横隔墙在洞体的横向中心线上部或下部;所述纵隔墙在洞体1的纵向中心线左部或右部。Further, the transverse partition wall is above or below the transverse centerline of the cave body; the longitudinal partition wall is on the left or right part of the longitudinal centerline of the cave body 1 .
进一步的,所述钢波纹板的波距为75mm-400mm,波高为25mm-237mm;钢波纹板的厚度为1.5mm-10mm。Further, the corrugated steel plate has a wave pitch of 75mm-400mm, a wave height of 25mm-237mm, and a thickness of the steel corrugated plate of 1.5mm-10mm.
进一步的,所述相邻两组隔墙板的纵向法兰和端头法兰连接处之间均设置有石棉板带并喷涂有耐火涂料。Further, asbestos board strips are arranged between the longitudinal flanges of the adjacent two groups of partition wall panels and the joints of the end flanges and sprayed with refractory paint.
一种波纹钢隔墙结构,所述隔墙结构沿洞体的延伸方向设置在洞体内将洞体分隔为不少于两个独立的空间,隔墙结构的长度与洞体的长度相同;所述隔墙结构由多片隔墙板依次连接构成,隔墙板包括钢波纹板,多片钢波纹板的边沿设置螺栓孔,多片相邻的钢波纹板依次叠置通过螺栓连接。A corrugated steel partition wall structure, the partition wall structure is arranged in the cave body along the extension direction of the cave body to divide the cave body into no less than two independent spaces, and the length of the partition wall structure is the same as the length of the cave body; The partition wall structure is composed of multiple partition wall boards connected in sequence, the partition wall boards include steel corrugated boards, bolt holes are provided on the edges of the multiple steel corrugated boards, and multiple adjacent steel corrugated boards are stacked in sequence and connected by bolts.
与现有技术相比,本发明的有益效果是:Compared with prior art, the beneficial effect of the present invention is:
1.本发明实现了洞体结构的多空间、异形、非对称隔断,隔墙结构的模块化结构使得不同现场情况和使用需要的隔断形式得到有力支撑,极大拓宽了隔墙结构的施工形式。1. The present invention realizes the multi-space, special-shaped and asymmetrical partition of the cave structure, and the modular structure of the partition wall structure enables the partition forms required by different site conditions and usage to be strongly supported, greatly broadening the construction form of the partition wall structure .
2.本发明通过模块化的隔墙板拼接替代传统的水泥中隔墙结构,其施工速度快、施工成本低,同时保证了中隔墙结构的强度和抗变形能力和抗震效果。2. The present invention replaces the traditional cement partition wall structure by splicing modular partition wall panels, which has fast construction speed and low construction cost, and at the same time ensures the strength, deformation resistance and earthquake resistance of the partition wall structure.
附图说明Description of drawings
图1是本发明实施例1的整体结构示意图;Fig. 1 is the overall structure schematic diagram of embodiment 1 of the present invention;
图2是图1的A处放大图;Figure 2 is an enlarged view of A in Figure 1;
图3是本发明实施例2的整体结构示意图;Fig. 3 is a schematic diagram of the overall structure of Embodiment 2 of the present invention;
图4是图3的B处放大图;Fig. 4 is an enlarged view at B of Fig. 3;
图5是本发明实施例3的整体结构示意图;Fig. 5 is a schematic diagram of the overall structure of Embodiment 3 of the present invention;
图6是本发明隔墙板的结构示意图;Fig. 6 is the structural representation of partition board of the present invention;
图7是本发明隔墙板的拼接示意图;Fig. 7 is a splicing schematic diagram of the partition board of the present invention;
图8是钢波纹板主体的结构示意图。Fig. 8 is a structural schematic diagram of the steel corrugated plate main body.
图中,1-洞体,2-隔墙板,3-钢波纹板,4-纵向法兰,5-端头法兰,6-螺栓孔,7-横隔墙,701-左横隔墙,702-右横隔墙,8-纵隔墙,801-上纵隔墙,802-下纵隔墙,9-锚栓,10-第一连接板,11-第二连接板,12-螺栓。In the figure, 1-hole body, 2-partition wall plate, 3-steel corrugated plate, 4-longitudinal flange, 5-end flange, 6-bolt hole, 7-transverse partition wall, 701-left transverse partition wall , 702-right transverse partition wall, 8-longitudinal partition wall, 801-upper longitudinal partition wall, 802-lower longitudinal partition wall, 9-anchor bolt, 10-first connecting plate, 11-second connecting plate, 12-bolt.
具体实施方式Detailed ways
下面通过具体实施方式结合附图对本发明作进一步详细说明。其中不同实施方式中类似元件采用了相关联的类似的元件标号。在以下的实施方式中,很多细节描述是为了使得本申请能被更好的理解。然而,本领域技术人员可以毫不费力的认识到,其中部分特征在不同情况下是可以省略的,或者可以由其他元件、材料、方法所替代。The present invention will be further described in detail below through specific embodiments in conjunction with the accompanying drawings. Wherein, similar elements in different implementations adopt associated similar element numbers. In the following implementation manners, many details are described for better understanding of the present application. However, those skilled in the art can readily recognize that some of the features can be omitted in different situations, or can be replaced by other elements, materials, and methods.
下面结合附图和实施例,对本发明做详细说明。The present invention will be described in detail below in conjunction with the accompanying drawings and embodiments.
实施例1:Example 1:
一种波纹钢隔墙结构,隔墙结构沿洞体的延伸方向设置在洞体1内,隔墙结构将洞体分隔为四个独立的空间,隔墙结构的长度与洞体1的长度相同;参见图6和图7,隔墙结构由多片隔墙板2依次连接构成,隔墙板2包括钢波纹板3、纵向法兰4和端头法兰5,纵向法兰4和端头法兰5固定设置在钢波纹板3的四周,纵向法兰4和端头法兰5上均设置多组螺栓孔6,相邻的隔墙板2之间通过螺栓12连接;相邻两组隔墙板2的纵向法兰4和端头法兰5连接处之间均设置有石棉板带,作为密封材料,耐火耐高温。在纵向法兰4和端头法兰5喷涂有耐火涂料。A corrugated steel partition wall structure, the partition wall structure is arranged in the cave body 1 along the extension direction of the cave body, the partition wall structure divides the cave body into four independent spaces, and the length of the partition wall structure is the same as that of the cave body 1 ; Referring to Fig. 6 and Fig. 7, the partition wall structure is composed of multiple partition wall boards 2 sequentially connected, the partition wall board 2 includes steel corrugated board 3, longitudinal flange 4 and end flange 5, longitudinal flange 4 and end flange The flange 5 is fixedly arranged around the corrugated steel plate 3, and multiple groups of bolt holes 6 are arranged on the longitudinal flange 4 and the end flange 5, and the adjacent partition boards 2 are connected by bolts 12; Asbestos strips are arranged between the joints of the longitudinal flange 4 and the end flange 5 of the partition wall 2 as a sealing material, which is fire-resistant and high-temperature resistant. The longitudinal flange 4 and the end flange 5 are sprayed with refractory paint.
参见图1,隔墙结构包括相互正交连接的横隔墙7和纵隔墙8,横隔墙7在洞体7的横向中心线上部设置,纵隔墙8在洞体7的纵向中心线左部设置。Referring to Fig. 1, the partition wall structure includes a transverse partition wall 7 and a longitudinal partition wall 8 which are connected orthogonally to each other. set up.
参见图2,横隔墙7包括左横隔墙701和右横隔墙702,左横隔墙701和右横隔墙702的外端均通过锚栓9与洞体1锚固,在左横隔墙701和右横隔墙702的内端、钢波纹板3上焊接第一连接板10;纵隔墙8的上下端均通过锚栓9与洞体1锚固,在纵隔墙8的钢波纹板3左右两侧分别焊接第二连接板11,左横隔墙701、右横隔墙702与纵隔墙8通过第一连接板10、第二连接板11叠置后通过螺栓12栓接。Referring to Fig. 2, the transverse partition wall 7 includes a left transverse partition wall 701 and a right transverse partition wall 702, and the outer ends of the left transverse partition wall 701 and the right transverse partition wall 702 are all anchored to the hole body 1 through anchor bolts 9, and the left transverse partition wall The first connecting plate 10 is welded on the inner end of the wall 701 and the right transverse partition wall 702 and the steel corrugated plate 3; The left and right sides are respectively welded with the second connection plate 11, and the left transverse partition wall 701, the right transverse partition wall 702 and the vertical partition wall 8 are superimposed through the first connection plate 10 and the second connection plate 11 and then bolted by bolts 12.
本实施例中,左横隔墙701和右横隔墙702在同一条直线上,但并不意味 着本发明的左横隔墙701和右横隔墙702只有这一种布置形式,在其他实施例中,左横隔墙701和右横隔墙702可以上下错开与纵隔墙8固定。In this embodiment, the left transverse partition wall 701 and the right transverse partition wall 702 are on the same straight line, but it does not mean that the left transverse partition wall 701 and the right transverse partition wall 702 of the present invention have only this arrangement form, in other In the embodiment, the left transverse partition wall 701 and the right transverse partition wall 702 can be staggered up and down and fixed to the longitudinal partition wall 8 .
参见图8,钢波纹板主体4的波距为75mm-400mm,优选300mm,波高为25mm-237mm,优选150mm,钢波纹板3的厚度为1.5mm-10mm,优选7mm;单个的隔墙板2根据现场情况定制,本实施例中,高度为6m-7.5m,优选6.5m,宽度为1.5m-3m,优选2m。Referring to Fig. 8, the wave pitch of the corrugated steel plate body 4 is 75mm-400mm, preferably 300mm, the wave height is 25mm-237mm, preferably 150mm, and the thickness of the steel corrugated plate 3 is 1.5mm-10mm, preferably 7mm; Customized according to site conditions, in this embodiment, the height is 6m-7.5m, preferably 6.5m, and the width is 1.5m-3m, preferably 2m.
实施例2:Example 2:
一种波纹钢隔墙结构,隔墙结构沿洞体的延伸方向设置在洞体1内,隔墙结构将洞体分隔为四个独立的空间,隔墙结构的长度与洞体1的长度相同;参见图6和图7,隔墙结构由多片隔墙板2依次连接构成,隔墙板2包括钢波纹板3、纵向法兰4和端头法兰5,纵向法兰4和端头法兰5固定设置在钢波纹板3的四周,纵向法兰4和端头法兰5上均设置多组螺栓孔6,相邻的隔墙板2之间通过螺栓12连接;相邻两组隔墙板2的纵向法兰4和端头法兰5连接处之间均设置有石棉板带,作为密封材料,耐火耐高温。在纵向法兰4和端头法兰5喷涂有耐火涂料。A corrugated steel partition wall structure, the partition wall structure is arranged in the cave body 1 along the extension direction of the cave body, the partition wall structure divides the cave body into four independent spaces, and the length of the partition wall structure is the same as that of the cave body 1 ; Referring to Fig. 6 and Fig. 7, the partition wall structure is composed of multiple partition wall boards 2 sequentially connected, the partition wall board 2 includes steel corrugated board 3, longitudinal flange 4 and end flange 5, longitudinal flange 4 and end flange The flange 5 is fixedly arranged around the corrugated steel plate 3, and multiple groups of bolt holes 6 are arranged on the longitudinal flange 4 and the end flange 5, and the adjacent partition boards 2 are connected by bolts 12; Asbestos strips are arranged between the joints of the longitudinal flange 4 and the end flange 5 of the partition wall 2 as a sealing material, which is fire-resistant and high-temperature resistant. The longitudinal flange 4 and the end flange 5 are sprayed with refractory paint.
参见,3,隔墙结构包括相互正交连接的横隔墙7和纵隔墙8,横隔墙7在洞体7的横向中心线下部设置,纵隔墙8在洞体7的纵向中心线右部设置。See, 3, the partition wall structure includes a transverse partition wall 7 and a longitudinal partition wall 8 which are connected orthogonally to each other. set up.
参见图4,纵隔墙8包括上纵隔墙801和下纵隔墙802,上纵隔墙801和下纵隔墙802的外端均通过锚栓9与洞体1锚固,在上纵隔墙801和下纵隔墙802的内端,钢波纹板3上焊接第二连接板11;横隔墙7的左右端均通过锚栓9与洞体1锚固,在横隔墙7的钢波纹板3上下两侧分别焊接第一连接板10,上纵隔墙801、下纵隔墙802与横隔墙7通过第一连接板10、第二连接板11叠置通过螺栓12栓接。Referring to Fig. 4, the longitudinal partition wall 8 includes an upper longitudinal partition wall 801 and a lower longitudinal partition wall 802, the outer ends of the upper longitudinal partition wall 801 and the lower longitudinal partition wall 802 are anchored to the hole 1 by anchor bolts 9, and the upper longitudinal partition wall 801 and the lower longitudinal partition wall At the inner end of 802, the second connecting plate 11 is welded on the steel corrugated plate 3; The first connecting plate 10 , the upper longitudinal partition wall 801 , the lower longitudinal partition wall 802 and the transverse partition wall 7 are superimposed through the first connecting plate 10 and the second connecting plate 11 and bolted by bolts 12 .
本实施例中,上纵隔墙801和下纵隔墙802不同一条直线上,但均在纵向中心线右部,在其他实施例中,上纵隔墙801和下纵隔墙802可以分别设置于纵向中心线的左右两侧然后与横隔墙7连接。In this embodiment, the upper longitudinal partition wall 801 and the lower longitudinal partition wall 802 are not on the same straight line, but both are on the right of the longitudinal centerline. In other embodiments, the upper longitudinal partition wall 801 and the lower longitudinal partition wall 802 can be respectively arranged on the longitudinal centerline The left and right sides of the wall are connected with the transverse partition wall 7 then.
参见图8,钢波纹板主体4的波距为75mm-400mm,优选150mm,波高为25mm-237mm,优选100mm,钢波纹板3的厚度为1.5mm-10mm,优选5mm,;单个的隔墙板2根据现场情况定制,本实施例中,高度为5m-7.5m,优选5m,宽度为1.5m-3m,优选2m。Referring to Fig. 8, the wave pitch of the steel corrugated board body 4 is 75mm-400mm, preferably 150mm, the wave height is 25mm-237mm, preferably 100mm, and the thickness of the steel corrugated board 3 is 1.5mm-10mm, preferably 5mm; a single partition board 2 Customized according to site conditions. In this embodiment, the height is 5m-7.5m, preferably 5m, and the width is 1.5m-3m, preferably 2m.
实施例3:Example 3:
参见图5,与实施例1和2不同的是,隔墙结构为单独的横隔墙7,横隔墙7将洞体1分隔为上下两个独立的空间,横隔墙7与水平面平行。Referring to FIG. 5 , the difference from Embodiments 1 and 2 is that the partition wall structure is a separate partition wall 7 , which divides the cave body 1 into upper and lower independent spaces, and the partition wall 7 is parallel to the horizontal plane.
本实施例中,横隔墙7在洞体1的横向中心线上部,当然,在其他实施例中,横隔墙7也可以在洞体1的横向中心线中部或下部。In this embodiment, the transverse partition wall 7 is above the transverse centerline of the cave body 1 , of course, in other embodiments, the transverse partition wall 7 may also be in the middle or lower part of the transverse centerline of the cave body 1 .
在其他实施例中,隔墙结构也可以为单独的纵隔墙8,纵隔墙8将洞体1分隔为左右两个独立的空间,纵隔墙8与水平面垂直。纵隔墙8可以在洞体1的纵向中心线左部、中部或者右部。In other embodiments, the partition wall structure can also be a single longitudinal partition wall 8, which divides the cave body 1 into two independent spaces on the left and right, and the longitudinal partition wall 8 is perpendicular to the horizontal plane. The longitudinal partition wall 8 can be at the left, middle or right of the longitudinal centerline of the cave body 1 .
实施例4:Example 4:
与以上实施例不同的是,本实施例中,隔墙结构由多片隔墙板依次连接构成,隔墙板仅包括钢波纹板3,多片钢波纹板3的边沿设置螺栓孔,多片相邻的钢波纹板3依次叠置通过螺栓12连接。The difference from the above embodiments is that in this embodiment, the partition wall structure is composed of multiple partition wall panels connected in sequence, the partition wall panels only include steel corrugated panels 3, bolt holes are set on the edges of multiple steel corrugated panels 3, and multiple panels Adjacent steel corrugated plates 3 are stacked in sequence and connected by bolts 12 .
对于本技术领域的普通技术人员来说,在不脱离本发明所属原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也应视为本发明的保护范围。For those skilled in the art, some improvements and modifications can be made without departing from the principle of the present invention, and these improvements and modifications should also be regarded as the protection scope of the present invention.

Claims (10)

  1. 一种波纹钢隔墙结构,其特征在于,所述隔墙结构沿洞体的延伸方向设置在洞体(1)内,隔墙结构将洞体分隔为不少于两个独立的空间,隔墙结构的长度与洞体(1)的长度相同;所述隔墙结构由多片隔墙板(2)依次连接构成,隔墙板(2)包括钢波纹板(3)、纵向法兰(4)和端头法兰(5),纵向法兰(4)和端头法兰(5)固定设置在钢波纹板(3)的四周,纵向法兰(4)和端头法兰(5)上均设置多组螺栓孔(6),相邻的隔墙板(2)之间通过螺栓(12)连接。A corrugated steel partition wall structure, characterized in that the partition wall structure is arranged in the cave body (1) along the extension direction of the cave body, and the partition wall structure divides the cave body into no less than two independent spaces, and the partition wall structure divides the cave body into no less than two independent spaces. The length of the wall structure is the same as that of the hole body (1); the partition wall structure is composed of a plurality of partition wall panels (2) sequentially connected, and the partition wall panels (2) include steel corrugated panels (3), longitudinal flanges ( 4) and the end flange (5), the longitudinal flange (4) and the end flange (5) are fixedly arranged around the corrugated steel plate (3), the longitudinal flange (4) and the end flange (5) ) are provided with multiple groups of bolt holes (6), and the adjacent partition boards (2) are connected by bolts (12).
  2. 根据权利要求1所述波纹钢隔墙结构,其特征在于,所述隔墙结构包括相互正交连接的横隔墙(7)和纵隔墙(8),隔墙结构将洞体(7)分隔为四个独立的空间。The corrugated steel partition wall structure according to claim 1, characterized in that, the partition wall structure comprises transverse partition walls (7) and longitudinal partition walls (8) connected orthogonally to each other, and the partition wall structure separates the cavity (7) into four separate spaces.
  3. 根据权利要求2所述波纹钢隔墙结构,其特征在于,所述横隔墙(7)在洞体(7)的横向中心线上部或下部设置,所述纵隔墙(8)在洞体(7)的纵向中心线左部或右部设置。According to the corrugated steel partition wall structure according to claim 2, it is characterized in that, the transverse partition wall (7) is arranged above or below the transverse center line of the hole body (7), and the longitudinal partition wall (8) is arranged on the hole body ( 7) The left or right part of the longitudinal centerline is set.
  4. 根据权利要求3所述波纹钢隔墙结构,其特征在于,所述横隔墙(7)包括左横隔墙(701)和右横隔墙(702),左横隔墙(701)和右横隔墙(702)的外端均通过锚栓(9)与洞体(1)锚固,在左横隔墙(701)和右横隔墙(702)的内端、钢波纹板(3)上焊接第一连接板(10);所述纵隔墙(8)的上下端均通过锚栓(9)与洞体(1)锚固,在所述纵隔墙(8)的钢波纹板(3)左右两侧分别焊接第二连接板(11),左横隔墙(701)、右横隔墙(702)与纵隔墙(8)通过第一连接板(10)、第二连接板(11)叠置后通过螺栓(12)栓接。The corrugated steel partition wall structure according to claim 3, characterized in that, the transverse partition wall (7) comprises a left transverse partition wall (701) and a right transverse partition wall (702), and a left transverse partition wall (701) and a right transverse partition wall The outer ends of the transverse partition wall (702) are all anchored with the hole body (1) by anchor bolts (9), and at the inner ends of the left transverse partition wall (701) and the right transverse partition wall (702), steel corrugated plates (3) Weld the first connecting plate (10); the upper and lower ends of the longitudinal partition wall (8) are anchored with the hole body (1) by anchor bolts (9), and the steel corrugated plate (3) of the longitudinal partition wall (8) The left and right sides are respectively welded with the second connecting plate (11), the left transverse partition wall (701), the right transverse partition wall (702) and the longitudinal partition wall (8) pass through the first connecting plate (10) and the second connecting plate (11) Bolted by bolts (12) after stacking.
  5. 根据权利要求3所述波纹钢隔墙结构,其特征在于,所述纵隔墙(8)包括上纵隔墙(801)和下纵隔墙(802),上纵隔墙(801)和下纵隔墙(802)的外端均通过锚栓(9)与洞体(1)锚固,在上纵隔墙(801)和下纵隔墙(802)的内端,钢波纹板(3)上焊接第二连接板(11);所述横隔墙(7)的左右端均通过锚栓(9)与洞体(1)锚固,在所述横隔墙(7)的钢波纹板(3)上下两侧分别焊接第一连接板(10),上纵隔墙(801)、下纵隔墙(802)与横隔墙(7)通过第一连接板(10)、第二连接板(11)叠置通过螺栓(12)栓接。The corrugated steel partition wall structure according to claim 3, characterized in that, the longitudinal partition wall (8) comprises an upper longitudinal partition wall (801) and a lower longitudinal partition wall (802), and the upper longitudinal partition wall (801) and the lower longitudinal partition wall (802) ) are anchored to the hole body (1) through anchor bolts (9), and the second connecting plate ( 11); the left and right ends of the transverse partition wall (7) are anchored by anchor bolts (9) and the hole body (1), and are respectively welded on the upper and lower sides of the steel corrugated plate (3) of the transverse partition wall (7) The first connection plate (10), the upper longitudinal partition wall (801), the lower longitudinal partition wall (802) and the transverse partition wall (7) are stacked through the first connection plate (10), the second connection plate (11) and passed through the bolts (12 ) bolted.
  6. 根据权利要求1所述波纹钢隔墙结构,其特征在于,所述隔墙结构为单独的横隔墙(7)或纵隔墙(8),隔墙结构将洞体(1)分隔为两个独立的空间,横隔墙(7)或纵隔墙(8)与水平面平行或垂直。The corrugated steel partition wall structure according to claim 1, characterized in that, the partition wall structure is a separate transverse partition wall (7) or longitudinal partition wall (8), and the partition wall structure divides the hole (1) into two In an independent space, the transverse partition wall (7) or the longitudinal partition wall (8) is parallel to or perpendicular to the horizontal plane.
  7. 根据权利要求6所述波纹钢隔墙结构,其特征在于,所述横隔墙(7)在洞体(1)的横向中心线上部或下部;所述纵隔墙(8)在洞体(1)的纵向中心线左部或右部。The corrugated steel partition wall structure according to claim 6, characterized in that, the transverse partition wall (7) is above or below the transverse center line of the cave body (1); the longitudinal partition wall (8) is above the cave body (1) ) to the left or right of the longitudinal centerline.
  8. 根据权利要求2或6所述波纹钢隔墙结构,其特征在于,所述钢波纹板(3)的波距为75mm-400mm,波高为25mm-237mm;钢波纹板(3)的厚度为1.5mm-10mm。According to the corrugated steel partition wall structure according to claim 2 or 6, it is characterized in that the corrugated steel plate (3) has a wave pitch of 75mm-400mm and a wave height of 25mm-237mm; the thickness of the steel corrugated plate (3) is 1.5 mm-10mm.
  9. 根据权利要求1所述波纹钢隔墙结构,其特征在于,所述相邻两组隔墙板(2)的纵向法兰(4)和端头法兰(5)连接处之间均设置有石棉板带并喷涂有耐火涂料。According to the corrugated steel partition wall structure according to claim 1, it is characterized in that, the joints between the longitudinal flanges (4) and the end flanges (5) of the two adjacent groups of partition panels (2) are provided with Asbestos boards are stripped and sprayed with refractory paint.
  10. 一种波纹钢隔墙结构,其特征在于,所述隔墙结构沿洞体的延伸方向设置在洞体内将洞体分隔为不少于两个独立的空间,隔墙结构的长度与洞体的长度相同;所述隔墙结构由多片隔墙板依次连接构成,隔墙板包括钢波纹板(3),多片钢波纹板(3)的边沿设置螺栓孔,多片相邻的钢波纹板(3)依次叠置通过螺栓(12)连接。A corrugated steel partition wall structure, characterized in that the partition wall structure is arranged in the cave body along the extension direction of the cave body to divide the cave body into no less than two independent spaces, and the length of the partition wall structure is the same as the length of the cave body The length is the same; the partition wall structure is composed of multiple partition wall panels connected in sequence, the partition wall panels include steel corrugated plates (3), bolt holes are set on the edges of multiple steel corrugated plates (3), and multiple adjacent steel corrugated panels The plates (3) are stacked one on top of the other and connected by bolts (12).
PCT/CN2022/077916 2021-08-03 2022-02-25 Corrugated steel partition wall structure WO2023010833A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN202110883501.9 2021-08-03
CN202110883501.9A CN113404509A (en) 2021-08-03 2021-08-03 Corrugated steel partition wall structure

Publications (1)

Publication Number Publication Date
WO2023010833A1 true WO2023010833A1 (en) 2023-02-09

Family

ID=77688414

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2022/077916 WO2023010833A1 (en) 2021-08-03 2022-02-25 Corrugated steel partition wall structure

Country Status (2)

Country Link
CN (1) CN113404509A (en)
WO (1) WO2023010833A1 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113404509A (en) * 2021-08-03 2021-09-17 西安世纪金属结构有限公司 Corrugated steel partition wall structure

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003166400A (en) * 2001-11-29 2003-06-13 Shimizu Corp Cutoff block and cutoff structure for underground structure, using cutoff block
CN203948108U (en) * 2014-07-22 2014-11-19 宋仲华 A kind of concreting moulding form of the tunnel with withe and dividing plate
CN107664040A (en) * 2017-10-23 2018-02-06 沈阳建筑大学 A kind of prefabricated middle partition wall structure of subway tunnel
CN209654051U (en) * 2019-01-08 2019-11-19 衡水益通管业股份有限公司 A kind of inscribed lining cutting piece in steel corrugated plating Combined concrete tunnel
CN110513148A (en) * 2019-08-29 2019-11-29 西南交通大学 Tunnel ventilation pilot tunnel partition wall and its construction method
CN210289838U (en) * 2019-08-26 2020-04-10 西安世纪金属结构有限公司 Corrugated steel tunnel ventilation flat-guide middle partition wall structure
CN113404509A (en) * 2021-08-03 2021-09-17 西安世纪金属结构有限公司 Corrugated steel partition wall structure
CN215256209U (en) * 2021-08-03 2021-12-21 西安世纪金属结构有限公司 Corrugated steel partition wall structure

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003166400A (en) * 2001-11-29 2003-06-13 Shimizu Corp Cutoff block and cutoff structure for underground structure, using cutoff block
CN203948108U (en) * 2014-07-22 2014-11-19 宋仲华 A kind of concreting moulding form of the tunnel with withe and dividing plate
CN107664040A (en) * 2017-10-23 2018-02-06 沈阳建筑大学 A kind of prefabricated middle partition wall structure of subway tunnel
CN209654051U (en) * 2019-01-08 2019-11-19 衡水益通管业股份有限公司 A kind of inscribed lining cutting piece in steel corrugated plating Combined concrete tunnel
CN210289838U (en) * 2019-08-26 2020-04-10 西安世纪金属结构有限公司 Corrugated steel tunnel ventilation flat-guide middle partition wall structure
CN110513148A (en) * 2019-08-29 2019-11-29 西南交通大学 Tunnel ventilation pilot tunnel partition wall and its construction method
CN113404509A (en) * 2021-08-03 2021-09-17 西安世纪金属结构有限公司 Corrugated steel partition wall structure
CN215256209U (en) * 2021-08-03 2021-12-21 西安世纪金属结构有限公司 Corrugated steel partition wall structure

Also Published As

Publication number Publication date
CN113404509A (en) 2021-09-17

Similar Documents

Publication Publication Date Title
WO2023010833A1 (en) Corrugated steel partition wall structure
RU2722386C1 (en) Design and method of connection of composite insulating external wall panel and steel post-and-beam structure
AU2018282313A1 (en) Assembled building structure with combination of steel structure and concrete structure and construction method thereof
CN113279501A (en) Steel pipe and steel plate concrete shear wall structure with support rows
GB1150871A (en) Improvement in and relating to Building Construction and Pre-Fabricated Components Therefor
CN205558038U (en) Compound carrier bar that excels in of rectangle top flange steel reinforced concrete
CN215256209U (en) Corrugated steel partition wall structure
CN211850362U (en) Plug-in cross column
CN102661034A (en) Steel tube fastener truss platform system and construction system thereof
CN216195719U (en) Thin-plate narrow-section box shear wall
CN214245740U (en) Prestressed steel support
CN214034126U (en) Node structure for connecting concrete composite beam and flat steel pipe column
CN210289838U (en) Corrugated steel tunnel ventilation flat-guide middle partition wall structure
CN106760100A (en) A kind of floor system framework and floor system
US2326708A (en) Hollow building unit for steel reinforced walls
CN209924197U (en) Piston-type connected assembly type infilled wall and frame system thereof
CN208748823U (en) The connecting joint structure of core space heavier-duty circular steel tube concrete column and reinforced beam
CN207988213U (en) A kind of combined steel plate shearing force wall with steel bar girder
CN113202212A (en) Construction method of steel pipe and steel plate concrete shear wall structure with support rows
CN110670475A (en) Arch structure with mixed reinforced concrete plate girders
CN214518320U (en) Vertical welding seam welding deformation prevention structure
CN114562294B (en) Tunnel lets pressure to strut restriction energy-absorbing controller that hinders
CN116497982B (en) Truss constraint steel plate shear wall system with fireproof decorative plate
CN217379385U (en) Recycled concrete wall structure with stable steel reinforcement framework
CN217325960U (en) Multi-cavity steel plate composite shear wall based on corrugated steel plates and partition plates

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 22851560

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE