CN114961114A - Steel bar installation device with adjustable spacing and construction method thereof - Google Patents

Steel bar installation device with adjustable spacing and construction method thereof Download PDF

Info

Publication number
CN114961114A
CN114961114A CN202210656343.8A CN202210656343A CN114961114A CN 114961114 A CN114961114 A CN 114961114A CN 202210656343 A CN202210656343 A CN 202210656343A CN 114961114 A CN114961114 A CN 114961114A
Authority
CN
China
Prior art keywords
steel bar
bar structure
opposite sides
adjustable
reinforcing
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
CN202210656343.8A
Other languages
Chinese (zh)
Inventor
董志成
李华飞
吴松华
刘天旭
吕何伟
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.)
Rail Transit Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
Original Assignee
Rail Transit Construction Co Ltd of China Construction Eighth Engineering Division 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 Rail Transit Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd filed Critical Rail Transit Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
Priority to CN202210656343.8A priority Critical patent/CN114961114A/en
Publication of CN114961114A publication Critical patent/CN114961114A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/20Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires
    • E04C5/206Spacers having means to adapt the spacing distance
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/065Tying means, the tensional elements of which are threaded to enable their fastening or tensioning

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The invention discloses a steel bar installation device with adjustable spacing and a construction method thereof, wherein the device comprises: the opposite-pulling screw rod penetrates through the steel bar structure and is pulled and connected between the two formworks on the two opposite sides of the steel bar structure, and a gap is formed between the steel bar structure and the formworks; the two screwing pieces are screwed on the counter-pulling screw respectively and are arranged in gaps on two opposite sides of the steel bar structure respectively; and the supporting and jacking pieces can wind the counter-pulling screw rods and are rotatably arranged on the screwing pieces, two limiting through grooves are respectively formed in the opposite sides of the supporting and jacking pieces, and the reinforcing steel bars on the two opposite sides of the reinforcing steel bar structure are respectively embedded in the two limiting through grooves of the supporting and jacking pieces so as to prevent the distance between the reinforcing steel bar structure and the two templates from changing. The invention solves the problem that the space between the protection layers of the existing vertical steel bars is mainly controlled by the cushion block, but the cushion block is easy to damage.

Description

可调间距的钢筋安装装置及其施工方法Rebar installation device with adjustable spacing and construction method thereof

技术领域technical field

本发明涉及建筑施工技术领域,具体涉及一种可调间距的钢筋安装装置及其施工方法。The invention relates to the technical field of building construction, in particular to a steel bar installation device with adjustable spacing and a construction method thereof.

背景技术Background technique

随着建筑施工工艺的不断发展,钢筋混凝土为常规施工工艺。常规钢筋绑扎,特别是直径20mm以上的钢筋,竖向钢筋保护层间距极不易调整,完全依靠垫块进行保护层间距把控,如钢筋焊接固定后则不易于进行二次调整,特别在特殊部位钢筋,垫块还容易损坏。With the continuous development of building construction technology, reinforced concrete is a conventional construction technology. Conventional steel bar binding, especially the steel bar with a diameter of more than 20mm, is extremely difficult to adjust the distance between the protective layer of the vertical steel bar. Reinforcing bars and pads are also easily damaged.

公开于该背景技术部分的信息仅仅旨在增加对本发明的总体背景的理解,而不应当被视为承认或以任何形式暗示该信息构成已为本领域一般技术人员所公知的现有技术。The information disclosed in this Background section is only for enhancement of understanding of the general background of the invention and should not be taken as an acknowledgement or any form of suggestion that this information forms the prior art already known to a person of ordinary skill in the art.

发明内容SUMMARY OF THE INVENTION

为克服现有技术所存在的缺陷,现提供一种可调间距的钢筋安装装置及其施工方法,以解决现有竖向钢筋保护层间距不易调整,主要靠垫块把控,但是垫块容易损坏的问题。In order to overcome the defects existing in the prior art, a steel bar installation device with adjustable spacing and a construction method thereof are provided, so as to solve the problem that the spacing of the existing vertical steel bar protection layer is not easy to adjust, mainly controlled by cushion blocks, but the cushion blocks are easily damaged. The problem.

为实现上述目的,提供一种可调间距的钢筋安装装置,包括:In order to achieve the above purpose, an installation device for reinforcing bars with adjustable spacing is provided, including:

对拉螺杆,穿设于钢筋结构且拉结于所述钢筋结构的相对两侧的两模板之间,所述钢筋结构与所述模板之间形成有间隙;The pair of tensioning screws is passed through the steel bar structure and tied between two templates on opposite sides of the steel bar structure, and a gap is formed between the steel bar structure and the template;

两螺合件,两所述螺合件分别螺合于所述对拉螺杆,两所述螺合件分别设置于所述钢筋结构的相对两侧的间隙内;以及two screwing parts, the two screwing parts are respectively screwed to the pair of tension screws, and the two screwing parts are respectively arranged in the gaps on the opposite sides of the reinforcing bar structure; and

两支顶件,所述支顶件可绕所述对拉螺杆转动地安装于所述螺合件,两所述支顶件的相对侧分别开设有限位通槽,所述钢筋结构的相对两侧的钢筋分别嵌设于两所述支顶件的限位通槽中以防止所述钢筋结构与两所述模板之间的距离发生改变。Two top pieces, the top pieces can be rotatably installed on the screw fittings around the pair of pulling screws, the opposite sides of the two top pieces are respectively provided with limited through grooves, and the opposite sides of the steel bar structure are The side reinforcing bars are respectively embedded in the limiting through grooves of the two top support members to prevent the distance between the reinforcing bar structure and the two formwork from changing.

进一步的,所述螺合件开设有螺纹通孔,所述螺纹通孔螺合于所述对拉螺杆。Further, the threaded member is provided with a threaded through hole, and the threaded through hole is screwed with the pair of pulling screws.

进一步的,所述螺合件的面向所述钢筋结构的一端开设有环形滑槽,所述支顶件连接有回转件,所述回转件滑设于所述环形滑槽中。Further, an annular chute is provided at one end of the screwing piece facing the steel bar structure, the top support piece is connected with a rotating piece, and the rotating piece is slidably arranged in the annular chute.

进一步的,所述环形滑槽呈圆形且与所述螺纹通孔同轴设置。Further, the annular chute is circular and coaxial with the threaded through hole.

进一步的,所述回转件为套管,所述套管的一端可绕自身轴线转动地嵌设于所述环形滑槽中,所述套管的另一端伸至所述环形滑槽的外部并连接有所述支顶件。Further, the rotating member is a sleeve, one end of the sleeve is rotatably embedded in the annular chute around its own axis, and the other end of the sleeve extends to the outside of the annular chute and The top support is connected.

进一步的,所述支顶件包括两压板,两所述压板分别连接于所述套管的另一端的相对两侧,所述压板开设有缺口,两所述压板的缺口连通形成所述限位通槽。Further, the top support member includes two pressure plates, the two pressure plates are respectively connected to opposite sides of the other end of the sleeve, the pressure plates are provided with a gap, and the gaps of the two pressure plates are connected to form the limit. through slot.

本发明提供一种可调间距的钢筋安装装置的施工方法,包括以下步骤:The present invention provides a construction method of a reinforcing bar installation device with adjustable spacing, comprising the following steps:

在绑扎钢筋结构后,于所述钢筋结构的相对两侧分别安装模板,使得所述钢筋结构与所述模板之间形成有间隙;After tying the steel bar structure, respectively install templates on opposite sides of the steel bar structure, so that a gap is formed between the steel bar structure and the template;

于所述钢筋结构的两侧的模板上安装对拉螺杆;Install tensioning screws on the formwork on both sides of the reinforced structure;

转动两螺合件以调节所述螺合件的位置,使得所述螺合件设置于所述钢筋结构的两侧的间隙中、且所述钢筋结构的相对两侧的钢筋分别嵌设于两支顶件的限位通槽中以防止所述钢筋结构与两所述模板之间的距离发生改变。Rotate the two screw members to adjust the position of the screw members, so that the screw members are arranged in the gaps on both sides of the steel bar structure, and the steel bars on the opposite sides of the steel bar structure are embedded in the two sides respectively. in the limiting through groove of the top support to prevent the distance between the reinforced structure and the two templates from changing.

本发明的有益效果在于,本发明的可调间距的钢筋安装装置,通过安装于模板上的对拉螺杆为主体结构,于对拉螺杆上安装螺合件和支顶件,并通过钢筋结构的相对两侧的支顶件对钢筋结构进行锁定以确保钢筋结构的两侧的竖向保护层的厚度保持不变,符合设计要求。本发明的可调间距的钢筋安装装置适用于不同保护层厚度要求的钢筋混凝土结构使用,螺合件与模板的距离可调节,进而适配不同保护层厚度。The beneficial effect of the present invention lies in that the adjustable-spacing reinforcing bar installation device of the present invention uses the pair of pull rods installed on the template as the main structure, and the screw parts and the top support are installed on the pair of pull rods, and are installed through the steel bar structure. The support members on opposite sides lock the reinforced structure to ensure that the thickness of the vertical protective layer on both sides of the reinforced structure remains unchanged, which meets the design requirements. The adjustable-spacing reinforcing bar installation device of the present invention is suitable for reinforced concrete structures with different protective layer thickness requirements, and the distance between the screwed part and the template can be adjusted, thereby adapting to different protective layer thicknesses.

附图说明Description of drawings

通过阅读参照以下附图所作的对非限制性实施例所作的详细描述,本申请的其它特征、目的和优点将会变得更明显:Other features, objects and advantages of the present application will become more apparent by reading the detailed description of non-limiting embodiments made with reference to the following drawings:

图1为本发明实施例的可调间距的钢筋安装装置的结构示意图。FIG. 1 is a schematic structural diagram of a reinforcing bar installation device with adjustable spacing according to an embodiment of the present invention.

图2为本发明实施例的支承件的主视图。FIG. 2 is a front view of the support member according to the embodiment of the present invention.

图3为图2中A-A处的剖视图。FIG. 3 is a cross-sectional view at A-A in FIG. 2 .

图4为本发明实施例的对拉螺杆的结构示意图。FIG. 4 is a schematic structural diagram of a pair of pull screws according to an embodiment of the present invention.

具体实施方式Detailed ways

下面结合附图和实施例对本申请作进一步的详细说明。可以理解的是,此处所描述的具体实施例仅仅用于解释相关发明,而非对该发明的限定。另外还需要说明的是,为了便于描述,附图中仅示出了与发明相关的部分。The present application will be further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the related invention, but not to limit the invention. In addition, it should be noted that, for the convenience of description, only the parts related to the invention are shown in the drawings.

需要说明的是,在不冲突的情况下,本申请中的实施例及实施例中的特征可以相互组合。下面将参考附图并结合实施例来详细说明本申请。It should be noted that the embodiments in the present application and the features of the embodiments may be combined with each other in the case of no conflict. The present application will be described in detail below with reference to the accompanying drawings and in conjunction with the embodiments.

参照图1至图4所示,本发明提供了一种可调间距的钢筋安装装置,包括:对拉螺杆1、两螺合件2和两支顶件3。Referring to FIG. 1 to FIG. 4 , the present invention provides an installation device for reinforcing bars with adjustable spacing, including: a pair of pull rods 1 , two screw parts 2 and two top parts 3 .

对拉螺杆1穿设于钢筋结构5。对拉螺杆1拉结于钢筋结构5的相对两侧的两模板4之间。钢筋结构5与模板4之间形成有间隙B。The pull screw 1 is penetrated through the reinforcement structure 5 . The tensioning screws 1 are tied between the two templates 4 on opposite sides of the reinforced structure 5 . A gap B is formed between the reinforcement structure 5 and the formwork 4 .

两螺合件2分别螺合于对拉螺杆1的两端。两螺合件2分别设置于钢筋结构5的相对两侧的间隙B内。The two screwing parts 2 are screwed to the two ends of the pair of pulling screws 1 respectively. The two screw elements 2 are respectively arranged in the gaps B on opposite sides of the steel bar structure 5 .

每一个支顶件3可绕对拉螺杆1转动地安装于一螺合件2。两支顶件3的相对侧分别开设有限位通槽30。钢筋结构5的相对两侧的钢筋分别嵌设于两支顶件3的限位通槽30中以防止钢筋结构5与两模板4之间的距离发生改变。Each top support member 3 is rotatably mounted on a screw member 2 around the pull screw 1 . Position-limiting through grooves 30 are respectively defined on opposite sides of the two top members 3 . The reinforcing bars on opposite sides of the reinforcing bar structure 5 are respectively embedded in the limiting through grooves 30 of the two top members 3 to prevent the distance between the reinforcing bar structure 5 and the two formwork plates 4 from changing.

参阅图1所示,在钢筋结构施工时,在对拉螺杆安装于两模板之间后,通过转动螺合件以调节螺合件在对拉螺杆上的位置,使得螺合件设置于间隙中。之后绕对拉螺杆转动支顶件,使得支顶件的限位通槽对准于钢筋结构的两侧的钢筋。在限位通槽对准于钢筋结构的钢筋后,转动螺合件,使得钢筋结构的钢筋嵌设于支顶件的限位通槽中。由于钢筋结构的相对两侧分别有支顶件从钢筋结构的相对两侧进行支顶以将钢筋结构进行锁定,进而确保间隙不变形,则钢筋结构的两侧至模板的距离保持不变,那边在浇筑混凝土后,钢筋结构的两侧的竖向保护层的厚度也能保持不变。Referring to Fig. 1, during the construction of the reinforced structure, after the tensioning screw is installed between the two templates, the position of the screwing part on the tensioning screw is adjusted by rotating the screwing part, so that the screwing part is arranged in the gap. . Then, the top support member is rotated around the pair of pull screws, so that the limiting through grooves of the top support member are aligned with the reinforcing bars on both sides of the reinforcing bar structure. After the limiting through grooves are aligned with the reinforcing bars of the reinforced structure, the screw joint is rotated so that the reinforcing bars of the reinforced structure are embedded in the limiting through grooves of the top support. Since there are support members on opposite sides of the reinforcement structure to support the reinforcement from the opposite sides of the reinforcement structure to lock the reinforcement structure, so as to ensure that the gap is not deformed, the distance from the two sides of the reinforcement structure to the formwork remains unchanged, then After the concrete is poured, the thickness of the vertical protective layer on both sides of the reinforced structure can also remain unchanged.

本发明的可调间距的钢筋安装装置,通过安装于模板上的对拉螺杆为主体结构,于对拉螺杆上安装螺合件和支顶件,并通过钢筋结构的相对两侧的支顶件对钢筋结构进行锁定以确保钢筋结构的两侧的竖向保护层的厚度保持不变,符合设计要求。本发明的可调间距的钢筋安装装置适用于不同保护层厚度要求的钢筋混凝土结构使用,螺合件与模板的距离可调节,进而适配不同保护层厚度。The adjustable-spacing reinforcing bar installation device of the present invention uses the anti-tensioning screw installed on the formwork as the main structure, and the screwing parts and the top support are installed on the anti-tensioning screw, and the top support members on opposite sides of the steel structure are installed. The reinforcement structure is locked to ensure that the thickness of the vertical protective layer on both sides of the reinforcement structure remains unchanged and meets the design requirements. The adjustable-spacing reinforcing bar installation device of the present invention is suitable for reinforced concrete structures with different protective layer thickness requirements, and the distance between the screwed part and the template can be adjusted, thereby adapting to different protective layer thicknesses.

在本实施例中,螺合件2开设有螺纹通孔。螺纹通孔螺合于对拉螺杆1。In this embodiment, the screwing member 2 is provided with a threaded through hole. The threaded through hole is screwed to the pull screw 1 .

作为一种较佳的实施方式,螺合件2的面向钢筋结构5的一端上开设有环形滑槽。支顶件3连接有回转件32。回转件32滑设于环形滑槽中。As a preferred embodiment, an annular chute is provided on one end of the screw element 2 facing the steel bar structure 5 . The top support member 3 is connected with a rotary member 32 . The rotating member 32 is slidably arranged in the annular chute.

在本实施例中,环形滑槽呈圆形并设置于螺合件的面向钢筋结构的一端的端面上。环形滑槽与螺纹通孔同轴设置。In this embodiment, the annular chute is circular and is disposed on the end face of the end face of the screw element facing the steel bar structure. The annular chute is arranged coaxially with the threaded through hole.

参阅图3,在本实施例中,回转件32为套管。套管管口尺寸适配于环形滑槽的尺寸。套管的一端可绕自身轴线转动地嵌设于环形滑槽中,套管的另一端伸至环形滑槽的外部并连接有支顶件3。Referring to FIG. 3 , in this embodiment, the rotating member 32 is a sleeve. The size of the casing nozzle is adapted to the size of the annular chute. One end of the sleeve is rotatably embedded in the annular chute around its axis, and the other end of the sleeve extends to the outside of the annular chute and is connected with a top support 3 .

继续参阅图2和图3,支顶件3包括相对设置的两压板31。两压板31分别连接于套管的另一端的相对两侧。压板31开设有缺口310。两压板31的缺口310连通形成限位通槽30。Continue to refer to FIG. 2 and FIG. 3 , the top support 3 includes two pressing plates 31 arranged oppositely. The two pressing plates 31 are respectively connected to opposite sides of the other end of the sleeve. The pressing plate 31 is provided with a notch 310 . The notches 310 of the two pressing plates 31 communicate with each other to form a limiting through groove 30 .

本发明提供一种可调间距的钢筋安装装置的施工方法,包括以下步骤:The present invention provides a construction method of a reinforcing bar installation device with adjustable spacing, comprising the following steps:

S1:在绑扎钢筋结构5后,于钢筋结构5的相对两侧分别安装模板4,使得钢筋结构5与模板4之间形成有间隙B。S1: After binding the reinforcement structure 5, install the template 4 on the opposite sides of the reinforcement structure 5 respectively, so that a gap B is formed between the reinforcement structure 5 and the template 4.

S2:于钢筋结构5的两侧的模板4上安装对拉螺杆1。S2: Install the tension screws 1 on the formwork 4 on both sides of the reinforcement structure 5.

S3:转动两螺合件2以调节螺合件2的位置,使得螺合件2设置于钢筋结构5的两侧的间隙B中、且钢筋结构5的相对两侧的钢筋分别嵌设于两支顶件3的限位通槽30中以防止钢筋结构5与两模板4之间的距离发生改变。S3: Rotate the two screw members 2 to adjust the position of the screw members 2, so that the screw members 2 are arranged in the gap B on both sides of the reinforcement structure 5, and the reinforcement bars on the opposite sides of the reinforcement structure 5 are respectively embedded in the two The limit through groove 30 of the top support 3 prevents the distance between the steel structure 5 and the two templates 4 from changing.

本发明的可调间距的钢筋安装装置应用于工程施工过程中钢筋绑扎。在空间或地域受限的高大模板钢筋绑扎且钢筋定位不易控制,或钢筋直径过大不易调整,特别是安装模板为对拉式加固方式时,钢筋保护层厚度不易把控和调整的情况下使用本发明的可调间距的钢筋安装装置,能较好的解决钢筋间距调整问题且可随时调整。The installation device for steel bars with adjustable spacing of the present invention is applied to the binding of steel bars in the process of engineering construction. It is used in the case where the steel bars of the tall formwork are bound and the positioning of the steel bars is not easy to control, or the diameter of the steel bars is too large and it is difficult to adjust, especially when the installation formwork is a tension reinforcement method, and the thickness of the steel bar protection layer is not easy to control and adjust. The steel bar installation device with adjustable spacing of the present invention can better solve the problem of adjusting the steel bar spacing and can be adjusted at any time.

本发明的可调间距的钢筋安装装置操作方便,快速安装;减少材料使用;降低人工时间、降低费用;随时进行调整;刚度高、不受空间局限。The adjustable-spacing steel bar installation device of the present invention is convenient to operate and fast to install; reduces material usage; reduces labor time and cost; can be adjusted at any time; has high rigidity and is not limited by space.

以上描述仅为本申请的较佳实施例以及对所运用技术原理的说明。本领域技术人员应当理解,本申请中所涉及的发明范围,并不限于上述技术特征的特定组合而成的技术方案,同时也应涵盖在不脱离所述发明构思的情况下,由上述技术特征或其等同特征进行任意组合而形成的其它技术方案。例如上述特征与本申请中公开的(但不限于)具有类似功能的技术特征进行互相替换而形成的技术方案。The above description is only a preferred embodiment of the present application and an illustration of the applied technical principles. Those skilled in the art should understand that the scope of the invention involved in this application is not limited to the technical solution formed by the specific combination of the above-mentioned technical features, and should also cover the above-mentioned technical features without departing from the inventive concept. Other technical solutions formed by any combination of its equivalent features. For example, a technical solution is formed by replacing the above-mentioned features with the technical features disclosed in this application (but not limited to) with similar functions.

Claims (7)

1. The utility model provides a reinforcing bar installation device of adjustable interval which characterized in that includes:
the opposite-pulling screw rod penetrates through the steel bar structure and is pulled and connected between the two formworks on the two opposite sides of the steel bar structure, and a gap is formed between the steel bar structure and the formworks;
the two screwing pieces are screwed on the counter-pulling screw respectively and are arranged in gaps on two opposite sides of the steel bar structure respectively; and
the supporting and jacking pieces can be rotatably arranged on the screwing piece around the opposite-pulling screw rods, limiting through grooves are formed in the opposite sides of the supporting and jacking pieces respectively, and reinforcing steel bars on the two opposite sides of the reinforcing steel bar structure are embedded in the limiting through grooves of the supporting and jacking pieces respectively so as to prevent the distance between the reinforcing steel bar structure and the two templates from changing.
2. The adjustable-pitch reinforcing bar installation device according to claim 1, wherein the screw member is provided with a threaded through hole, and the threaded through hole is screwed with the split screw.
3. The adjustable-pitch reinforcing steel bar installation device according to claim 2, wherein one end of the screwing piece facing the reinforcing steel bar structure is provided with an annular sliding groove, the supporting and ejecting piece is connected with a rotating piece, and the rotating piece is slidably arranged in the annular sliding groove.
4. A device for installing adjustable-pitch rebars according to claim 3, wherein said annular runner is circular and is disposed coaxially with said threaded through-hole.
5. The adjustable-pitch reinforcing steel bar mounting device according to claim 4, wherein the rotating member is a sleeve, one end of the sleeve is rotatably embedded in the annular sliding groove around an axis thereof, and the other end of the sleeve extends to the outside of the annular sliding groove and is connected with the supporting member.
6. The adjustable-pitch rebar installation device according to claim 5, wherein the supporting and jacking piece comprises two pressing plates, the two pressing plates are respectively connected to two opposite sides of the other end of the sleeve, notches are formed in the pressing plates, and the notches of the two pressing plates are communicated to form the limiting through groove.
7. A construction method of an adjustable-pitch reinforcing bar installation device according to any one of claims 1 to 6, comprising the steps of:
after binding the steel bar structure, respectively installing templates on two opposite sides of the steel bar structure, so that a gap is formed between the steel bar structure and the templates;
installing split screws on the formworks on two sides of the steel bar structure;
rotate two closure in order to adjust the position of closure makes the closure set up in the clearance of steel bar structure's both sides, just the reinforcing bar of steel bar structure's relative both sides inlays respectively to locate in the spacing logical groove of two top elements to prevent steel bar structure and two distance between the template changes.
CN202210656343.8A 2022-06-10 2022-06-10 Steel bar installation device with adjustable spacing and construction method thereof Pending CN114961114A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202210656343.8A CN114961114A (en) 2022-06-10 2022-06-10 Steel bar installation device with adjustable spacing and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210656343.8A CN114961114A (en) 2022-06-10 2022-06-10 Steel bar installation device with adjustable spacing and construction method thereof

Publications (1)

Publication Number Publication Date
CN114961114A true CN114961114A (en) 2022-08-30

Family

ID=82961525

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202210656343.8A Pending CN114961114A (en) 2022-06-10 2022-06-10 Steel bar installation device with adjustable spacing and construction method thereof

Country Status (1)

Country Link
CN (1) CN114961114A (en)

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09268708A (en) * 1996-03-28 1997-10-14 Fujita Corp Separator with rebar holding bracket
CN103061505A (en) * 2013-01-14 2013-04-24 河北省第四建筑工程公司 Multifunctional split bolt and application thereof
CN204186001U (en) * 2014-10-28 2015-03-04 中冶建工集团有限公司 Shear wall protective layer thickness control device
CN205502619U (en) * 2016-01-06 2016-08-24 中国建筑第八工程局有限公司 A unilateral component mode structure for strengthening cross -section reinforcing construction
CN106639327A (en) * 2016-10-10 2017-05-10 中国冶集团有限公司 Positioning and reinforcing system and method for assembly type building cast-in-place connection layer reserved reinforcing steel bar
CN107724677A (en) * 2017-10-18 2018-02-23 宁波建工工程集团有限公司 Steel bar template positioning constructing structure and its construction method in reinforced concrete member
CN211923539U (en) * 2020-02-14 2020-11-13 四川省建筑机械化工程有限公司 Opposite-pulling screw rod replacing wall tie bar
CN215164588U (en) * 2021-05-06 2021-12-14 中交路桥建设有限公司 Pier stud steel bar protective layer thickness control device
CN216074792U (en) * 2021-10-20 2022-03-18 中交一公局第二工程有限公司 Reinforcing steel bar protection device fixed with structural object template
CN216196045U (en) * 2021-10-15 2022-04-05 中国葛洲坝集团第一工程有限公司 Accurate stop device of vertical reinforcing bar is contained to water delivery box

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09268708A (en) * 1996-03-28 1997-10-14 Fujita Corp Separator with rebar holding bracket
CN103061505A (en) * 2013-01-14 2013-04-24 河北省第四建筑工程公司 Multifunctional split bolt and application thereof
CN204186001U (en) * 2014-10-28 2015-03-04 中冶建工集团有限公司 Shear wall protective layer thickness control device
CN205502619U (en) * 2016-01-06 2016-08-24 中国建筑第八工程局有限公司 A unilateral component mode structure for strengthening cross -section reinforcing construction
CN106639327A (en) * 2016-10-10 2017-05-10 中国冶集团有限公司 Positioning and reinforcing system and method for assembly type building cast-in-place connection layer reserved reinforcing steel bar
CN107724677A (en) * 2017-10-18 2018-02-23 宁波建工工程集团有限公司 Steel bar template positioning constructing structure and its construction method in reinforced concrete member
CN211923539U (en) * 2020-02-14 2020-11-13 四川省建筑机械化工程有限公司 Opposite-pulling screw rod replacing wall tie bar
CN215164588U (en) * 2021-05-06 2021-12-14 中交路桥建设有限公司 Pier stud steel bar protective layer thickness control device
CN216196045U (en) * 2021-10-15 2022-04-05 中国葛洲坝集团第一工程有限公司 Accurate stop device of vertical reinforcing bar is contained to water delivery box
CN216074792U (en) * 2021-10-20 2022-03-18 中交一公局第二工程有限公司 Reinforcing steel bar protection device fixed with structural object template

Similar Documents

Publication Publication Date Title
CN204186001U (en) Shear wall protective layer thickness control device
CN107044122A (en) A kind of engineering method for overcoming anti-floating fixed diameter anchor head or enlarged footing anchoring-bolt system to deform
CN110630011A (en) Template reinforcing system for double shear walls at deformation joint and construction method thereof
CN105064694A (en) Tensioning device for applying pretensioning force to fiber cloth materials and tensioning method of tensioning device
CN211548393U (en) Screw type double restraint reinforcement positioning device
CN114961114A (en) Steel bar installation device with adjustable spacing and construction method thereof
CN110905198B (en) A construction method for reinforcing a steel stranded wire template and a reinforcing anchor device
CN210887786U (en) Adjusting device for reinforcing bar net piece
CN110056193A (en) The method that wall steel bar drag hook installation tool and reinforcing bar drag hook are installed
CN115354846A (en) Assembled laminated shear wall structure auxiliary post-pouring device and its application method
CN210858016U (en) Building template connecting piece
CN217106123U (en) Hole-free anti-seepage large-area shear wall formwork
CN216516183U (en) Integral filler wall brickwork drawknot muscle built-in fitting
CN211949569U (en) Connecting and locking device for building template
CN210105334U (en) Tool for mounting wall body steel bar draw hook
CN116623974A (en) Device for adjusting installation elevation of prefabricated wallboard and construction method of device
CN211499888U (en) Quick-release quick-assembly template applied to reinforcement engineering
CN222253123U (en) Pouring formwork reinforcing keel
CN211447797U (en) Formwork Mounting Structure for Conical Screw Holes in Shear Walls
CN110258959A (en) A kind of reinforced mesh adjustment device and its application method
CN209293410U (en) A kind of concrete construction system of single side formwork
CN217299825U (en) Stair formwork reinforcing structure
CN220434269U (en) Device for adjusting installation elevation of prefabricated wallboard
CN106088586B (en) A kind of large scale diamond shape reinforced concrete pile template reinforcing device and method
CN205224597U (en) Formwork auxiliary fixtures

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
RJ01 Rejection of invention patent application after publication

Application publication date: 20220830

RJ01 Rejection of invention patent application after publication