CN116289946A - A kind of installation method of slope reinforcement mesh - Google Patents

A kind of installation method of slope reinforcement mesh Download PDF

Info

Publication number
CN116289946A
CN116289946A CN202310214719.4A CN202310214719A CN116289946A CN 116289946 A CN116289946 A CN 116289946A CN 202310214719 A CN202310214719 A CN 202310214719A CN 116289946 A CN116289946 A CN 116289946A
Authority
CN
China
Prior art keywords
steel
slope
mesh
hoisting
installation method
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202310214719.4A
Other languages
Chinese (zh)
Inventor
李欣
姜伟
杨征
黄国忠
周春智
卢志龙
陈日胜
程卫东
罗以旋
王惠鸿
曹玉红
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
CCCC Fourth Harbor Engineering Co Ltd
Original Assignee
CCCC Fourth Harbor Engineering Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by CCCC Fourth Harbor Engineering Co Ltd filed Critical CCCC Fourth Harbor Engineering Co Ltd
Priority to CN202310214719.4A priority Critical patent/CN116289946A/en
Publication of CN116289946A publication Critical patent/CN116289946A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D15/00Handling building or like materials for hydraulic engineering or foundations
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • E02D17/202Securing of slopes or inclines with flexible securing means
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/02Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance, i.e. of essentially one-dimensional [1D] or two-dimensional [2D] extent
    • E04C5/04Mats
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/23Dune restoration or creation; Cliff stabilisation

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

The invention relates to a method for installing a slope reinforcing mesh, which comprises the steps of prefabricating a plurality of reinforcing meshes in advance, and then installing the slope reinforcing mesh in a framing and hoisting mode, and simultaneously, arranging a hanging rod and hoisting the reinforcing mesh through the hanging rod instead of directly hoisting the reinforcing steel, so that the condition that the reinforcing steel is possibly bent or broken or iron wires for binding the reinforcing steel are separated or broken when the reinforcing steel is directly hoisted is effectively avoided.

Description

一种边坡钢筋网片的安装方法A kind of installation method of slope reinforcement mesh

技术领域technical field

本发明涉及边坡防护施工技术领域,具体涉及一种边坡钢筋网片的安装方法。The invention relates to the technical field of slope protection construction, in particular to a method for installing slope reinforcement mesh sheets.

背景技术Background technique

边坡防护在户外施工中十分常见,其作用是限制坡面岩石土体的风化剥落或破坏以及危岩崩塌。喷锚挂网支护方式是边坡防护中较为常见的一种,喷锚挂网支护方法主要包括以下步骤:边坡孔位放点、钻孔、安装锚杆、锚杆注浆、安装钢筋网以及喷射混凝土。现有技术中,安装钢筋网这一步,需要先搭建钢管架平台,再由工人通过平台在边坡上现场绑扎钢筋。工人在施工过程中操作麻烦、比较费时、还具有一定的危险性;并且,钢筋网片在绑扎过程中间距和钢筋的顺直性得不到保证。Slope protection is very common in outdoor construction, and its function is to limit the weathering, spalling or destruction of rock and soil on the slope and the collapse of dangerous rocks. The support method of spraying anchors and hanging nets is a relatively common one in slope protection. The support method of spraying anchors and hanging nets mainly includes the following steps: placing holes on the slope, drilling, installing anchors, anchor grouting, installation Steel mesh and shotcrete. In the prior art, in the step of installing the steel mesh, it is necessary to build a steel pipe frame platform first, and then workers bind the steel bars on the slope through the platform. Workers are cumbersome, time-consuming, and dangerous to operate during the construction process; moreover, the spacing of the steel mesh sheets and the straightness of the steel bars cannot be guaranteed during the binding process.

发明内容Contents of the invention

本发明的目的在于:针对现有技术中工人安装边坡防护钢筋网时,操作麻烦、费时,且钢筋网片质量难以保证的问题,提供一种边坡钢筋网片的安装方法。The purpose of the present invention is to provide an installation method for slope reinforcement mesh for workers in the prior art to install slope protection reinforcement mesh, which is troublesome and time-consuming to operate, and the quality of the reinforcement mesh is difficult to guarantee.

为实现上述目的,本发明提供一种边坡钢筋网片的安装方法,包括以下步骤:In order to achieve the above object, the present invention provides a method for installing slope reinforcement mesh, comprising the following steps:

S1:根据边坡待防护面积,绑扎一定数量的钢筋网片;S1: Bind a certain number of steel mesh pieces according to the area to be protected on the slope;

S2:在每一幅所述钢筋网片上每根竖向钢筋的顶端设置一个吊装环或吊装钩;S2: setting a hoisting ring or hoisting hook at the top of each vertical steel bar on each piece of steel mesh;

S3:在其中一幅所述钢筋网片的所述吊装环或吊装钩内插入吊杆,通过起吊所述吊杆将所述钢筋网片吊装到边坡上;S3: Insert a suspender in the hoisting ring or hoisting hook of one of the steel mesh sheets, and lift the steel mesh sheet to the slope by lifting the suspender;

S4:取下所述吊杆,将其插入下一幅所述钢筋网片的所述吊装环或吊装钩内,然后进行吊装,重复此操作直至所有钢筋网片吊装完毕。S4: Take down the suspender, insert it into the hoisting ring or hoisting hook of the next steel mesh sheet, and then perform hoisting, and repeat this operation until all the steel mesh sheets are hoisted.

采用前述技术方案的本发明,通过提前预制好若干幅钢筋网片,再通过分幅吊装的方式实现边坡钢筋网的安装,同时,通过设置吊杆并通过该吊杆起吊钢筋网,而非直接起吊钢筋,有效避免了直接起吊钢筋时可能导致的钢筋弯曲或断裂,或导致绑扎钢筋的铁丝脱落或断裂的情况,相比于现有技术中工人安装边坡防护钢筋网时,操作麻烦、费时,且钢筋网片质量难以保证的问题,本发明通过分幅吊装的方式实现边坡钢筋网的安装,无需搭建钢管架平台,施工操作简单,更加省时,且钢筋网片为提前预制,其质量可以得到保证。The present invention adopts the aforementioned technical solution, by prefabricating several pieces of steel mesh in advance, and then realizing the installation of the slope steel mesh by means of framing hoisting, at the same time, by setting the boom and lifting the steel mesh through the boom instead Direct lifting of the steel bars effectively avoids bending or breaking of the steel bars that may be caused by direct lifting of the steel bars, or causes the iron wires binding the steel bars to fall off or break. Time-consuming, and difficult to guarantee the quality of the steel mesh, the invention realizes the installation of the slope steel mesh by means of framing hoisting, without the need to build a steel pipe frame platform, the construction operation is simple, more time-saving, and the steel mesh is prefabricated in advance, Its quality can be guaranteed.

进一步的,步骤S2中,通过将C形吊耳焊接在所述竖向钢筋的顶端形成所述吊装环或吊装钩,通过焊接方式形成吊装环或吊装钩,容易实现,易于施工。Further, in step S2, the hoisting ring or hoisting hook is formed by welding the C-shaped lifting lug to the top of the vertical steel bar, and the hoisting ring or hoisting hook is formed by welding, which is easy to implement and easy to construct.

进一步的,步骤S2中,通过将所述竖向钢筋的顶端弯曲形成所述吊装环或吊装钩,该形成吊装环或吊装钩的方式同样容易实现,易于施工。Further, in step S2, the lifting ring or the lifting hook is formed by bending the top end of the vertical steel bar. This method of forming the lifting ring or the lifting hook is also easy to implement and easy to construct.

进一步的,所述吊杆为槽钢,刚度较高,避免吊装时变形。Further, the suspender is made of channel steel with high rigidity to avoid deformation during hoisting.

进一步的,步骤S3和S4中,所述吊杆上的起吊点有两个,对称布置于所述吊杆的两端,确保起吊后吊杆处于水平状态,保证钢筋网片的平稳吊装。Further, in steps S3 and S4, there are two lifting points on the boom, which are symmetrically arranged at both ends of the boom, so as to ensure that the boom is in a horizontal state after lifting, so as to ensure stable hoisting of the steel mesh.

进一步的,步骤S3和S4中,采用吊车对所述钢筋网片进行吊装,采用吊车吊装,使得吊装过程方便高效。Further, in steps S3 and S4, the steel mesh sheet is hoisted by a crane, and the hoisting by a crane makes the hoisting process convenient and efficient.

进一步的,所述钢筋网片采用HPB300的Φ8钢筋,横向与纵向间距均为15cm。Further, the steel mesh sheet adopts Φ8 steel bars of HPB300, and the horizontal and vertical distances are both 15cm.

进一步的,每一幅所述钢筋网片横向尺寸为3m,纵向尺寸为10m。Further, the horizontal dimension of each steel mesh sheet is 3m, and the longitudinal dimension is 10m.

进一步的,所述吊杆的长度大于或等于3m,保证吊杆与每个吊装环都能接触,确保钢筋网片的重量足够分散的加载于吊杆上,防止吊装过程中吊杆局部受力集中而变形。Further, the length of the suspender is greater than or equal to 3m, ensuring that the suspender can be in contact with each hoisting ring, ensuring that the weight of the steel mesh sheet is sufficiently dispersed to be loaded on the suspender, and preventing local stress on the suspender during the hoisting process concentrated and deformed.

进一步的,所述槽钢为10号轻型槽钢,选择轻型槽钢,减小起吊重量。Further, the channel steel is No. 10 light channel steel, and the light channel steel is selected to reduce the lifting weight.

相比于现有技术,本发明的有益效果为:本发明通过分幅吊装的方式实现边坡钢筋网的安装,无需搭建钢管架平台,施工操作简单,更加省时,且钢筋网片为提前预制,其质量可以得到保证。Compared with the prior art, the beneficial effects of the present invention are as follows: the present invention realizes the installation of the reinforcement mesh of the slope by means of framing hoisting, without the need to build a steel pipe frame platform, and the construction operation is simple and time-saving, and the reinforcement mesh is advanced Prefabricated, its quality can be guaranteed.

附图说明:Description of drawings:

图1为本方法流程图;Fig. 1 is this method flowchart;

图2为钢筋网片(仅展示上部)吊装示意图;Fig. 2 is a schematic diagram of the hoisting of the steel mesh sheet (only the upper part is shown);

图3为吊耳和吊杆侧视图。Figure 3 is a side view of the lifting lug and the boom.

图中标记:1-钢筋网片,2-吊装环,3-吊耳。Marks in the figure: 1- steel mesh, 2- hoisting ring, 3- lifting lug.

具体实施方式Detailed ways

下面结合附图,对本发明作详细的说明。Below in conjunction with accompanying drawing, the present invention is described in detail.

为了使本发明的目的、技术方案及优点更加清楚明白,以下结合附图及实施例,对本发明进行进一步详细说明。应当理解,此处所描述的具体实施例仅用以解释本发明,并不用于限定本发明。In order to make the object, technical solution and advantages of the present invention clearer, the present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the present invention, not to limit the present invention.

本实施例提供一种边坡钢筋网片的安装方法,包括以下步骤:This embodiment provides a method for installing a slope reinforcement mesh sheet, comprising the following steps:

S1:根据边坡待防护面积,绑扎一定数量的钢筋网片1;S1: Bind a certain number of steel mesh pieces 1 according to the area to be protected on the slope;

本实施例中,钢筋网片1采用HPB300的Φ8钢筋,横向与纵向间距均为15cm;每一幅钢筋网片1横向尺寸为3m,纵向尺寸为10m;In this embodiment, the steel mesh 1 adopts Φ8 steel bars of HPB300, and the horizontal and vertical distances are 15cm; the horizontal dimension of each steel mesh 1 is 3m, and the longitudinal dimension is 10m;

S2:在每一幅钢筋网片1上每根竖向钢筋的顶端设置一个吊装环或吊装钩;S2: set a hoisting ring or hoisting hook at the top of each vertical steel bar on each piece of steel mesh 1;

具体的,通过将C形吊耳2焊接在竖向钢筋的顶端形成吊装环(如图3所示)或吊装钩;除此以外,还可以通过将竖向钢筋的顶端弯曲形成吊装环或吊装钩;Specifically, a hoisting ring (as shown in Figure 3 ) or a hoisting hook is formed by welding the C-shaped lifting lug 2 to the top of the vertical steel bar; hook;

S3:在其中一幅钢筋网片1的吊装环或吊装钩内插入吊杆3,通过起吊吊杆3将所述钢筋网片1吊装到边坡上;S3: Insert a suspender 3 into the hoisting ring or hoisting hook of one of the steel mesh sheets 1, and hoist the steel mesh sheet 1 on the slope through the hoist boom 3;

S4:取下吊杆3,将其插入下一幅钢筋网片1的吊装环或吊装钩内,然后进行吊装,重复此操作直至所有钢筋网片1吊装完毕;S4: Take off the suspender 3, insert it into the hoisting ring or hoisting hook of the next steel mesh sheet 1, and then hoist it, repeat this operation until all the steel mesh sheets 1 are hoisted;

具体的,步骤S3和S4中,吊杆3为10号轻型槽钢;其长度大于或等于3m;采用吊车对钢筋网片1进行吊装;吊杆3上的起吊点有两个,对称布置于吊杆的两端。Specifically, in steps S3 and S4, the suspender 3 is No. 10 light channel steel; its length is greater than or equal to 3m; the steel mesh 1 is hoisted by a crane; there are two lifting points on the suspender 3, symmetrically arranged on Both ends of the boom.

采用前述技术方案的本发明,通过提前预制好若干幅钢筋网片,再通过分幅吊装的方式实现边坡钢筋网的安装,同时,通过设置吊杆并通过该吊杆起吊钢筋网,而非直接起吊钢筋,有效避免了直接起吊钢筋时可能导致的钢筋弯曲或断裂,或导致绑扎钢筋的铁丝脱落或断裂的情况,相比于现有技术中工人安装边坡防护钢筋网时,操作麻烦、费时,且钢筋网片质量难以保证的问题,本发明通过分幅吊装的方式实现边坡钢筋网的安装,无需搭建钢管架平台,施工操作简单,更加省时,且钢筋网片为提前预制,其质量可以得到保证。The present invention adopts the aforementioned technical solution, by prefabricating several pieces of steel mesh in advance, and then realizing the installation of the slope steel mesh by means of framing hoisting, at the same time, by setting the boom and lifting the steel mesh through the boom instead Direct lifting of the steel bars effectively avoids bending or breaking of the steel bars that may be caused by direct lifting of the steel bars, or causes the iron wires binding the steel bars to fall off or break. Time-consuming, and difficult to guarantee the quality of the steel mesh, the invention realizes the installation of the slope steel mesh by means of framing hoisting, without the need to build a steel pipe frame platform, the construction operation is simple, more time-saving, and the steel mesh is prefabricated in advance, Its quality can be guaranteed.

以上所述仅为本发明的较佳实施例而已,并不用以限制本发明,凡在本发明的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本发明的保护范围之内。The above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. Any modifications, equivalent replacements and improvements made within the spirit and principles of the present invention should be included in the protection of the present invention. within range.

Claims (10)

1.一种边坡钢筋网片的安装方法,其特征在于,包括以下步骤:1. A method for installing side slope reinforcement mesh, is characterized in that, comprises the following steps: S1:根据边坡待防护面积,绑扎一定数量的钢筋网片(1);S1: Bind a certain number of steel mesh sheets (1) according to the area to be protected on the slope; S2:在每一幅所述钢筋网片(1)上每根竖向钢筋的顶端设置一个吊装环或吊装钩;S2: setting a hoisting ring or a hoisting hook at the top of each vertical steel bar on each of the steel mesh sheets (1); S3:在其中一幅所述钢筋网片(1)的所述吊装环或吊装钩内插入吊杆(3),通过起吊所述吊杆(3)将所述钢筋网片(1)吊装到边坡上;S3: Insert a suspender (3) in the hoisting ring or hoisting hook of one of the steel mesh sheets (1), and lift the steel mesh sheet (1) to the on the slope; S4:取下所述吊杆(3),将其插入下一幅所述钢筋网片(1)的所述吊装环或吊装钩内,然后进行吊装,重复此操作直至所有钢筋网片(1)吊装完毕。S4: Take down the suspender (3), insert it into the hoisting ring or hoisting hook of the next piece of steel mesh (1), then hoist, repeat this operation until all the steel mesh (1) ) hoisting is completed. 2.根据权利要求1所述的边坡钢筋网片的安装方法,其特征在于,步骤S2中,通过将C形吊耳(2)焊接在所述竖向钢筋的顶端形成所述吊装环或吊装钩。2. The installation method of the slope reinforcement mesh sheet according to claim 1, characterized in that, in step S2, the lifting ring or the lifting ring is formed by welding the C-shaped lifting lug (2) on the top of the vertical reinforcing bar Lifting hook. 3.根据权利要求1所述的边坡钢筋网片的安装方法,其特征在于,步骤S2中,通过将所述竖向钢筋的顶端弯曲形成所述吊装环或吊装钩。3. The installation method of the slope reinforcement mesh according to claim 1, characterized in that in step S2, the lifting ring or the lifting hook is formed by bending the top end of the vertical reinforcement. 4.根据权利要求1所述的边坡钢筋网片的安装方法,其特征在于,所述吊杆(3)为槽钢。4. The installation method of the slope reinforcing mesh sheet according to claim 1, characterized in that, the suspension rod (3) is a channel steel. 5.根据权利要求1所述的边坡钢筋网片的安装方法,其特征在于,步骤S3和S4中,所述吊杆(3)上的起吊点有两个,对称布置于所述吊杆的两端。5. The installation method of the slope reinforcement mesh according to claim 1, characterized in that, in steps S3 and S4, there are two lifting points on the boom (3), which are symmetrically arranged on the boom both ends. 6.根据权利要求1所述的边坡钢筋网片的安装方法,其特征在于,步骤S3和S4中,采用吊车对所述钢筋网片(1)进行吊装。6. The installation method of the slope reinforcement mesh according to claim 1, characterized in that, in steps S3 and S4, a crane is used to hoist the reinforcement mesh (1). 7.根据权利要求4所述的边坡钢筋网片的安装方法,其特征在于,所述钢筋网片(1)采用HPB300的Φ8钢筋,横向与纵向间距均为15cm。7. The installation method of the slope reinforcement mesh according to claim 4, wherein the reinforcement mesh (1) adopts Φ8 steel bars of HPB300, and the horizontal and vertical distances are both 15cm. 8.根据权利要求7所述的边坡钢筋网片的安装方法,其特征在于,每一幅所述钢筋网片(1)横向尺寸为3m,纵向尺寸为10m。8. The installation method of the slope reinforcement mesh sheet according to claim 7, characterized in that, the horizontal dimension of each said reinforcement mesh sheet (1) is 3m, and the longitudinal dimension is 10m. 9.根据权利要求8所述的边坡钢筋网片的安装方法,其特征在于,所述吊杆(3)的长度大于或等于3m。9. The installation method of the slope reinforcement mesh according to claim 8, characterized in that the length of the suspender (3) is greater than or equal to 3m. 10.根据权利要求9所述的边坡钢筋网片的安装方法,其特征在于,所述槽钢为10号轻型槽钢。10. The installation method of the slope reinforcement mesh according to claim 9, wherein the channel steel is No. 10 light channel steel.
CN202310214719.4A 2023-03-07 2023-03-07 A kind of installation method of slope reinforcement mesh Pending CN116289946A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202310214719.4A CN116289946A (en) 2023-03-07 2023-03-07 A kind of installation method of slope reinforcement mesh

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202310214719.4A CN116289946A (en) 2023-03-07 2023-03-07 A kind of installation method of slope reinforcement mesh

Publications (1)

Publication Number Publication Date
CN116289946A true CN116289946A (en) 2023-06-23

Family

ID=86837336

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202310214719.4A Pending CN116289946A (en) 2023-03-07 2023-03-07 A kind of installation method of slope reinforcement mesh

Country Status (1)

Country Link
CN (1) CN116289946A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117166484A (en) * 2023-08-18 2023-12-05 中国一冶集团有限公司 A foundation pit slope protection steel mesh construction system and its construction method

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20060039656A (en) * 2004-11-03 2006-05-09 서광석 Rebar Network Assembly Method of Reinforced Concrete Structure
CN104712146A (en) * 2013-12-12 2015-06-17 中国核工业第五建设有限公司 Steel bar binding construction method in wall body construction
CN206606911U (en) * 2017-03-31 2017-11-03 中冶建工集团有限公司 A kind of multi-functional hoisting appliance
CN206886516U (en) * 2017-07-01 2018-01-16 广州中煤江南基础工程公司 A kind of reinforced mesh suspension centre ruggedized construction
CN209177852U (en) * 2018-11-02 2019-07-30 中交第一航务工程局有限公司 A lifting lug system for easy hoisting of foundation rings
CN110847156A (en) * 2019-11-27 2020-02-28 中铁九局集团第四工程有限公司 Steel reinforcement cage suitable for underground diaphragm wall of air shaft and use method
CN210685175U (en) * 2019-05-07 2020-06-05 杭州国电大坝安全工程有限公司 Reinforcing mesh convenient for underwater binding and shaping
CN111396100A (en) * 2020-03-31 2020-07-10 山东大学 Rigid-flexible combined integral lapping and withdrawing support process for coal mine large-mining high fully-mechanized mining working face
CN213265338U (en) * 2020-09-22 2021-05-25 中国建筑一局(集团)有限公司 CL net rack plate hoists shoulder pole
CN217078789U (en) * 2021-09-26 2022-07-29 乌海市公路工程有限公司 Reinforcing mesh for deep-digging abrupt slope cutting slope construction
CN217420177U (en) * 2022-06-15 2022-09-13 山东巅峰节能建材有限公司 Assembly type disassembly-free bottom die steel bar truss floor bearing plate

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20060039656A (en) * 2004-11-03 2006-05-09 서광석 Rebar Network Assembly Method of Reinforced Concrete Structure
CN104712146A (en) * 2013-12-12 2015-06-17 中国核工业第五建设有限公司 Steel bar binding construction method in wall body construction
CN206606911U (en) * 2017-03-31 2017-11-03 中冶建工集团有限公司 A kind of multi-functional hoisting appliance
CN206886516U (en) * 2017-07-01 2018-01-16 广州中煤江南基础工程公司 A kind of reinforced mesh suspension centre ruggedized construction
CN209177852U (en) * 2018-11-02 2019-07-30 中交第一航务工程局有限公司 A lifting lug system for easy hoisting of foundation rings
CN210685175U (en) * 2019-05-07 2020-06-05 杭州国电大坝安全工程有限公司 Reinforcing mesh convenient for underwater binding and shaping
CN110847156A (en) * 2019-11-27 2020-02-28 中铁九局集团第四工程有限公司 Steel reinforcement cage suitable for underground diaphragm wall of air shaft and use method
CN111396100A (en) * 2020-03-31 2020-07-10 山东大学 Rigid-flexible combined integral lapping and withdrawing support process for coal mine large-mining high fully-mechanized mining working face
CN213265338U (en) * 2020-09-22 2021-05-25 中国建筑一局(集团)有限公司 CL net rack plate hoists shoulder pole
CN217078789U (en) * 2021-09-26 2022-07-29 乌海市公路工程有限公司 Reinforcing mesh for deep-digging abrupt slope cutting slope construction
CN217420177U (en) * 2022-06-15 2022-09-13 山东巅峰节能建材有限公司 Assembly type disassembly-free bottom die steel bar truss floor bearing plate

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117166484A (en) * 2023-08-18 2023-12-05 中国一冶集团有限公司 A foundation pit slope protection steel mesh construction system and its construction method

Similar Documents

Publication Publication Date Title
CN111456023A (en) A kind of construction method of underground prestressed support structure
CN103643800B (en) The erection & lift system of buckling-restrained bracing member and construction method thereof
CN104989109B (en) It is a kind of at the same lift room beam purlin method
CN103993745B (en) An integral hoisting device for a transfer beam and its hoisting method
CN207061644U (en) A kind of borehole filling pile cage of reinforcement lowering equipment
CN116289946A (en) A kind of installation method of slope reinforcement mesh
CN207986495U (en) A kind of Bridge High-pier main reinforcement hanging apparatus
CN206720558U (en) A kind of adjustable steel-reinforcement cage hanger
CN205224050U (en) Steel reinforcement cage is hung and is put device
CN204999517U (en) Coal transporting trestle steel truss hoist device in power plant's chimney
CN217105096U (en) Deep well support wall concrete pouring and distributing system
CN110329896A (en) The curtain hoisting structure and lift-on/lift-off system that square concrete pier stud main reinforcement quickly positions, installs
JP2001115422A (en) Dismantling method of supporting for form fixed to concrete slab
CN211173007U (en) Novel tripod of encorbelmenting
JP4001332B2 (en) Chimney demolition scaffold device and chimney demolition method using the device
CN208197158U (en) A kind of reinforcing bar tire suspender of precast segment box beam
CN216403544U (en) A segmental prefabricated box culvert steel bar lifting device
CN214614095U (en) Suspension type concrete strutting arrangement
CN214462524U (en) Cast-in-place floor formwork hanging system for steel structure building
CN204198329U (en) Anchor pole hanging device
CN210597325U (en) A steel purlin anti-fall conversion device
CN210087319U (en) A large-section special-shaped shaft steel strand suspension intelligent hydraulic lifting sliding module
CN102747836B (en) Overhang steel member-based disassembling method for support frame
CN107364820A (en) A kind of simple hoisting frame and application method
CN209567737U (en) Reinforcement cage hoisting installation device under limited headroom

Legal Events

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