CN219343979U - An aluminum alloy formwork pre-assembled anti-dismantling embedded parts structure - Google Patents

An aluminum alloy formwork pre-assembled anti-dismantling embedded parts structure Download PDF

Info

Publication number
CN219343979U
CN219343979U CN202320391618.XU CN202320391618U CN219343979U CN 219343979 U CN219343979 U CN 219343979U CN 202320391618 U CN202320391618 U CN 202320391618U CN 219343979 U CN219343979 U CN 219343979U
Authority
CN
China
Prior art keywords
embedded
aluminum alloy
concrete structure
alloy formwork
anchor plate
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.)
Expired - Fee Related
Application number
CN202320391618.XU
Other languages
Chinese (zh)
Inventor
张宝
苏宪新
顾笑
曾卫华
朱杰
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.)
China Construction Second Engineering Bureau Co Ltd
Original Assignee
China Construction Second Engineering Bureau 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 China Construction Second Engineering Bureau Co Ltd filed Critical China Construction Second Engineering Bureau Co Ltd
Priority to CN202320391618.XU priority Critical patent/CN219343979U/en
Application granted granted Critical
Publication of CN219343979U publication Critical patent/CN219343979U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • 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
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The utility model discloses an aluminum alloy template preassembled anti-disassembly embedded part structure which comprises a concrete structure, an aluminum alloy template arranged on the top of the concrete structure and an anti-disassembly embedded part connected between the concrete structure and the aluminum alloy template. The utility model is beneficial to ensuring the fixation of the aluminum alloy template on the concrete structure through the arrangement of the reverse-disassembly embedded part, wherein the embedded claw feet are beneficial to ensuring the fastening shape of the connection; through the arrangement of the embedded anchor plate, the embedded anchor plate is arranged flush with the top surface of the concrete, so that the smoothness of the connection of the aluminum alloy templates is guaranteed; through the arrangement of the embedded nuts, connection with the fixing screws is guaranteed, and connection tightness is guaranteed; through the setting of shutoff bolt, do benefit to when guaranteeing concrete placement, pre-buried nut and pre-buried anchor plate are last to reserve the hole and not block up.

Description

一种铝合金模板预装反拆预埋件结构An aluminum alloy formwork pre-assembled anti-dismantling embedded parts structure

技术领域technical field

本实用新型属于建筑模板施工技术领域,特别涉及一种铝合金模板预装反拆预埋件结构。The utility model belongs to the technical field of building formwork construction, in particular to an aluminum alloy formwork pre-assembled anti-dismantling embedded part structure.

背景技术Background technique

随着铝合金模板施工技术的普及,可利用型材准确性高、定位牢固等特性进行安装施工。但现有施工中,对于需要锚固在混凝土中的铝合金模板,一种方法是通过混凝土结构浇筑养护后进行现场打孔,另一种是进行预埋件安装后施工。现有的预埋件的预埋多是将预埋板连接于混凝土结构外侧,后续需要拆除。在铝模板拆模后,人工将预埋件使用钻孔方式利用植筋或膨胀螺栓固定在混凝土面层。现有的预埋件还出先,随着拆模而脱落或偏位等现象,后期安装防护栏杆等需要二次钻孔或打螺栓。由此,需要设置一种预埋且不需拆除的预埋件。With the popularization of aluminum alloy formwork construction technology, the characteristics of high profile accuracy and firm positioning can be used for installation and construction. However, in the existing construction, for the aluminum alloy formwork that needs to be anchored in concrete, one method is to drill holes on site after pouring and curing the concrete structure, and the other is to construct after the embedded parts are installed. Most of the existing embedded parts are embedded by connecting the embedded slab to the outside of the concrete structure, which needs to be removed later. After the aluminum formwork is demolished, the embedded parts are manually fixed to the concrete surface by means of drilling or expansion bolts. The existing embedded parts still come out first, and they fall off or deviate with the removal of the formwork. The later installation of the protective railings requires secondary drilling or bolting. Therefore, it is necessary to provide a pre-embedded part that does not need to be removed.

实用新型内容Utility model content

本实用新型提供了一种铝合金模板预装反拆预埋件结构,用以解决预埋件的预埋、定位安装以及不拆卸等技术问题。The utility model provides an aluminum alloy formwork pre-assembled and anti-dismantled embedded part structure, which is used to solve technical problems such as pre-embedding, positioning installation and non-disassembly of the embedded parts.

为实现上述目的,本实用新型采用如下技术方案:In order to achieve the above object, the utility model adopts the following technical solutions:

一种铝合金模板预装反拆预埋件结构,包含混凝土结构、设置于混凝土结构顶部的铝合金模板以及连接于混凝土结构和铝合金模板之间的反拆预埋件;An aluminum alloy formwork pre-assembled anti-demolition embedded part structure, including a concrete structure, an aluminum alloy formwork arranged on the top of the concrete structure, and an anti-demolition embedded part connected between the concrete structure and the aluminum alloy formwork;

所述反拆预埋件包含预埋锚板、连接于预埋锚板下方的预埋爪脚以及设置于预埋锚板底面的预埋螺母;所述反拆预埋件预埋于混凝土结构内,预埋锚板顶面与混凝土结构顶面齐平;The reverse demolition embedded part includes a pre-embedded anchor plate, a pre-embedded claw foot connected to the bottom of the pre-embedded anchor plate, and a pre-embedded nut arranged on the bottom surface of the pre-embedded anchor plate; the reverse demolition embedded part is pre-embedded in a concrete structure Inside, the top surface of the pre-embedded anchor plate is flush with the top surface of the concrete structure;

所述预埋螺母对应铝合金模板连接有固定螺钉。The embedded nuts are connected with fixing screws corresponding to the aluminum alloy formwork.

进一步的,所述混凝土结构为素混凝土结构或钢筋混凝土结构,所述钢筋混凝土结构中钢筋与反拆预埋件固定连接。Further, the concrete structure is a plain concrete structure or a reinforced concrete structure, and in the reinforced concrete structure, the steel bars are fixedly connected to the anti-demolition embedded parts.

进一步的,所述铝合金模板底部为水平直线型,铝合金模板上预留有穿接固定螺钉的孔洞。Further, the bottom of the aluminum alloy formwork is horizontal and straight, and holes are reserved on the aluminum alloy formwork for passing through fixing screws.

进一步的,所述反拆预埋件为π形件,预埋锚板为一字形直线板,预埋爪脚为儿字形件,所述预埋锚板和预埋爪脚固定连接,一字形直线板在儿字形件外侧设置预埋螺母。Further, the anti-demolition embedded part is a π-shaped part, the pre-embedded anchor plate is a straight line plate, and the pre-embedded claw feet are two-shaped parts, and the pre-embedded anchor plate and the pre-embedded claw feet are fixedly connected, and the in-line shape The straight plate is provided with embedded nuts on the outside of the glyph.

进一步的,所述预埋爪脚与预埋锚板可拆卸连接,预埋爪脚的高度适应设计预埋高度。Further, the pre-embedded claws are detachably connected to the pre-embedded anchor plate, and the height of the pre-embedded claws adapts to the designed pre-embedded height.

进一步的,所述预埋螺母与预埋锚板一体连接或可拆卸连接。Further, the embedded nut is integrally or detachably connected to the embedded anchor plate.

进一步的,所述固定螺钉长度适应铝合金模板的厚度、预埋锚板的厚度和预埋螺母的高度;所述固定螺钉与预埋螺母螺纹连接的长度适应铝合金模板的设计固定所需长度。Further, the length of the fixing screw is adapted to the thickness of the aluminum alloy formwork, the thickness of the embedded anchor plate and the height of the embedded nut; the length of the threaded connection between the fixing screw and the embedded nut is adapted to the length required for the design and fixing of the aluminum alloy formwork .

进一步的,所述预埋螺母在混凝土结构浇筑期临时连接有封堵栓,所述封堵栓为T形件,所述T形件的竖部适应预埋螺母内径设置。Further, the embedded nut is temporarily connected with a plugging plug during the pouring of the concrete structure, and the plugging plug is a T-shaped piece, and the vertical part of the T-shaped piece is set to suit the inner diameter of the embedded nut.

本实用新型的有益效果体现在:The beneficial effects of the utility model are reflected in:

1)本实用新型通过反拆预埋件的设置,利于保证铝合金模板在混凝土结构的固定,其中,预埋爪脚利于保证连接的紧固形;1) The utility model is beneficial to ensure the fixing of the aluminum alloy formwork in the concrete structure through the setting of the reverse demolition of the embedded parts, among which, the pre-embedded claw feet are beneficial to ensure the fastening shape of the connection;

2)本实用新型通过预埋锚板的设置,其与混凝土顶面齐平设置,利于保证铝合金模板连接的平整性;通过预埋螺母的设置,利于保证与固定螺钉的连接,2) In this utility model, through the setting of pre-embedded anchor plates, which are set flush with the concrete top surface, it is beneficial to ensure the flatness of the connection of aluminum alloy formwork; through the setting of pre-embedded nuts, it is beneficial to ensure the connection with the fixing screws,

保证连接紧固性;Ensure the tightness of the connection;

3)本实用新型通过封堵栓的设置,利于保证混凝土浇筑时,预埋螺母和预埋锚板上预留孔洞不堵塞。3) The utility model is beneficial to ensure that the reserved holes on the pre-embedded nuts and pre-embedded anchor plates are not blocked when the concrete is poured through the setting of the plugging bolts.

本实用新型的其它特征和优点将在随后的说明书中阐述,并且部分地从说明书中变得显而易见,或者通过实施本实用新型而了解;本实用新型的主要目的和其它优点可通过在说明书中所特别指出的方案来实现和获得。Other features and advantages of the utility model will be set forth in the following description, and partly become obvious from the description, or can be understood by implementing the utility model; the main purpose and other advantages of the utility model can be obtained through the Specially indicated programs to achieve and obtain.

附图说明Description of drawings

图1是铝合金模板预装反拆预埋件结构施工后示意图;Figure 1 is a schematic diagram of the aluminum alloy formwork pre-installed anti-dismantling embedded parts structure after construction;

图2是铝合金模板预装反拆预埋件结构施工前示意图;Figure 2 is a schematic diagram of the structure of aluminum alloy formwork pre-installed and reverse-dismantled embedded parts before construction;

图3是反拆预埋件结构示意图;Fig. 3 is a structural schematic diagram of reverse dismantling embedded parts;

图4是带封堵栓的反拆预埋件结构示意图。Fig. 4 is a structural schematic diagram of the reverse demolition embedded part with a plugging plug.

附图标记:1-混凝土结构、2-铝合金模板、3-反拆预埋件、31-预埋锚板、32-预埋爪脚、33-预埋螺母、4-固定螺钉、5-封堵栓。Reference signs: 1-concrete structure, 2-aluminum alloy formwork, 3-reverse demolition embedded parts, 31-embedded anchor plate, 32-embedded claw feet, 33-embedded nuts, 4-fixing screws, 5- plugging plug.

具体实施方式Detailed ways

以某窗框处铝模板安装为例,如图1至图4所示,通过预装反拆预埋件3连接。铝合金模板预装反拆预埋件结构,包含混凝土结构1、设置于混凝土结构1顶部的铝合金模板2以及连接于混凝土结构1和铝合金模板2之间的反拆预埋件3。Take the installation of an aluminum formwork at a window frame as an example, as shown in Figures 1 to 4, and connect through pre-installed and reversed embedded parts 3. The aluminum alloy formwork is pre-assembled with anti-demolition embedded parts structure, including concrete structure 1, aluminum alloy formwork 2 set on the top of concrete structure 1, and anti-demolition embedded parts 3 connected between concrete structure 1 and aluminum alloy formwork 2.

本实施例中,反拆预埋件3包含预埋锚板31、连接于预埋锚板31下方的预埋爪脚32以及设置于预埋锚板31底面的预埋螺母33;反拆预埋件3预埋于混凝土结构1内,预埋锚板31顶面与混凝土结构1顶面齐平;预埋螺母33对应铝合金模板2连接有固定螺钉4。In this embodiment, the anti-demolition embedded part 3 includes an embedded anchor plate 31, an embedded claw foot 32 connected under the embedded anchor plate 31, and an embedded nut 33 arranged on the bottom surface of the embedded anchor plate 31; The embedded parts 3 are pre-embedded in the concrete structure 1, and the top surface of the pre-embedded anchor plate 31 is flush with the top surface of the concrete structure 1;

本实施例中,混凝土结构1为素混凝土结构1或钢筋混凝土结构1,钢筋混凝土结构1中钢筋与反拆预埋件3固定连接。钢筋为网状钢筋设置,其网状孔洞适应反拆预埋件3伸入。In this embodiment, the concrete structure 1 is a plain concrete structure 1 or a reinforced concrete structure 1, and the steel bars in the reinforced concrete structure 1 are fixedly connected with the anti-demolition embedded parts 3. The reinforcing bar is arranged as a reticulated reinforcing bar, and its reticulated holes are adapted to extend into the anti-demolition pre-embedded part 3 .

本实施例中,铝合金模板2底部为水平直线型,铝合金模板2上预留有穿接固定螺钉4的孔洞。In this embodiment, the bottom of the aluminum alloy formwork 2 is horizontal and straight, and holes are reserved on the aluminum alloy formwork 2 for passing through the fixing screws 4 .

本实施例中,反拆预埋件3为π形钢件,预埋锚板31为一字形直线板,预埋爪脚32为儿字形件,预埋锚板31和预埋爪脚32固定连接,一字形直线板在儿字形件外侧设置预埋螺母33。预埋爪脚32与预埋锚板31螺纹连接,预埋爪脚32的高度适应设计预埋高度。预埋螺母33与预埋锚板31一体连接或螺纹连接。In this embodiment, the anti-demolition embedded part 3 is a π-shaped steel part, the embedded anchor plate 31 is a straight line plate, and the embedded claw feet 32 are two-shaped parts, and the embedded anchor plate 31 and the embedded claw feet 32 are fixed. To connect, the inline straight plate is provided with embedded nuts 33 on the outside of the glyph. The embedded claw feet 32 are threadedly connected with the embedded anchor plate 31, and the height of the embedded claw feet 32 is adapted to the designed embedded height. The embedded nut 33 is connected integrally or screwed with the embedded anchor plate 31 .

本实施例中,固定螺钉4长度适应铝合金模板2的厚度、预埋锚板31的厚度和预埋螺母33的高度;固定螺钉4与预埋螺母33螺纹连接的长度适应铝合金模板2的设计固定所需长度。In this embodiment, the length of the fixing screw 4 adapts to the thickness of the aluminum alloy template 2, the thickness of the embedded anchor plate 31 and the height of the embedded nut 33; Designed to fix the desired length.

本实施例中,预埋螺母33在混凝土结构1浇筑期临时连接有封堵栓5,封堵栓5为T形橡胶件,T形件的竖部适应预埋螺母33内径设置。In this embodiment, the embedded nut 33 is temporarily connected with a plug 5 during the pouring of the concrete structure 1 . The plug 5 is a T-shaped rubber part, and the vertical part of the T-shaped part is adapted to the inner diameter of the embedded nut 33 .

以上所述仅为本实用新型较佳的具体实施方式,但本实用新型的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本实用新型揭露的技术范围内所想到的变化或替换,都应涵盖在本实用新型的保护范围之内。The above is only a preferred embodiment of the utility model, but the scope of protection of the utility model is not limited thereto, and any changes or changes conceived by those skilled in the art within the technical scope disclosed in the utility model Replacement should be covered within the protection scope of the present utility model.

Claims (7)

1.一种铝合金模板预装反拆预埋件结构,其特征在于,包含混凝土结构(1)、设置于混凝土结构(1)顶部的铝合金模板(2)以及连接于混凝土结构(1)和铝合金模板(2)之间的反拆预埋件(3);1. An aluminum alloy formwork pre-installed anti-demolition embedded parts structure, characterized in that it includes a concrete structure (1), an aluminum alloy formwork (2) arranged on the top of the concrete structure (1) and connected to the concrete structure (1) The anti-demolition embedded part (3) between the aluminum alloy formwork (2); 所述反拆预埋件(3)包含预埋锚板(31)、连接于预埋锚板(31)下方的预埋爪脚(32)以及设置于预埋锚板(31)底面的预埋螺母(33);所述反拆预埋件(3)预埋于混凝土结构(1)内,预埋锚板(31)顶面与混凝土结构(1)顶面齐平;The anti-demolition embedded part (3) includes a pre-embedded anchor plate (31), a pre-embedded claw foot (32) connected under the pre-embedded anchor plate (31), and a pre-embedded claw foot (32) arranged on the bottom surface of the pre-embedded anchor plate (31). Buried nuts (33); the anti-demolition embedded parts (3) are pre-embedded in the concrete structure (1), and the top surface of the pre-embedded anchor plate (31) is flush with the top surface of the concrete structure (1); 所述预埋螺母(33)对应铝合金模板(2)连接有固定螺钉(4);The embedded nut (33) is connected with a fixing screw (4) corresponding to the aluminum alloy template (2); 所述预埋爪脚(32)与预埋锚板(31)可拆卸连接,预埋爪脚(32)的高度适应设计预埋高度。The embedded claw feet (32) are detachably connected to the embedded anchor plate (31), and the height of the embedded claw feet (32) adapts to the designed embedded height. 2.如权利要求1所述的一种铝合金模板预装反拆预埋件结构,其特征在于,所述混凝土结构(1)为素混凝土结构(1)或钢筋混凝土结构(1),所述钢筋混凝土结构(1)中钢筋与反拆预埋件(3)固定连接。2. An aluminum alloy formwork pre-installed anti-dismantling embedded part structure according to claim 1, characterized in that, the concrete structure (1) is a plain concrete structure (1) or a reinforced concrete structure (1), so The steel bars in the reinforced concrete structure (1) are fixedly connected with the anti-demolition embedded parts (3). 3.如权利要求1所述的一种铝合金模板预装反拆预埋件结构,其特征在于,所述铝合金模板(2)底部为水平直线型,铝合金模板(2)上预留有穿接固定螺钉(4)的孔洞。3. A structure of pre-installed and anti-dismantled embedded parts in aluminum alloy formwork according to claim 1, characterized in that the bottom of the aluminum alloy formwork (2) is horizontal and linear, and the aluminum alloy formwork (2) is reserved for There are holes for passing through the fixing screws (4). 4.如权利要求2所述的一种铝合金模板预装反拆预埋件结构,其特征在于,所述反拆预埋件(3)为π形件,预埋锚板(31)为一字形直线板,预埋爪脚(32)为儿字形件,所述预埋锚板(31)和预埋爪脚(32)固定连接,一字形直线板在儿字形件外侧设置预埋螺母(33)。4. An aluminum alloy formwork pre-installed anti-dismantled embedded part structure according to claim 2, characterized in that the anti-dismantled embedded part (3) is a π-shaped part, and the pre-embedded anchor plate (31) is Inline-shaped straight plate, the pre-embedded claw (32) is a glyph, the pre-embedded anchor plate (31) and the pre-embedded claw (32) are fixedly connected, and the in-line straight plate is provided with embedded nuts on the outside of the glyph (33). 5.如权利要求1所述的一种铝合金模板预装反拆预埋件结构,其特征在于,所述预埋螺母(33)与预埋锚板(31)一体连接或可拆卸连接。5. The aluminum alloy formwork pre-installation and anti-disassembly embedded part structure according to claim 1, characterized in that, the embedded nut (33) is integrally connected or detachably connected to the embedded anchor plate (31). 6.如权利要求1所述的一种铝合金模板预装反拆预埋件结构,其特征在于,所述固定螺钉(4)长度适应铝合金模板(2)的厚度、预埋锚板(31)的厚度和预埋螺母(33)的高度;所述固定螺钉(4)与预埋螺母(33)螺纹连接的长度适应铝合金模板(2)的设计固定所需长度。6. A structure of pre-installed and anti-dismantled embedded parts in aluminum alloy formwork according to claim 1, characterized in that the length of the fixing screw (4) is adapted to the thickness of the aluminum alloy formwork (2), the embedded anchor plate ( 31) and the height of the embedded nut (33); the length of the threaded connection between the fixing screw (4) and the embedded nut (33) is adapted to the length required for the design and fixing of the aluminum alloy formwork (2). 7.如权利要求1所述的一种铝合金模板预装反拆预埋件结构,其特征在于,所述预埋螺母(33)在混凝土结构(1)浇筑期临时连接有封堵栓(5),所述封堵栓(5)为T形件,所述T形件的竖部适应预埋螺母(33)内径设置。7. An aluminum alloy formwork pre-installed and anti-dismantled embedded part structure according to claim 1, characterized in that the embedded nut (33) is temporarily connected with a plugging bolt ( 5), the plugging plug (5) is a T-shaped piece, and the vertical part of the T-shaped piece is adapted to the inner diameter of the embedded nut (33).
CN202320391618.XU 2023-03-06 2023-03-06 An aluminum alloy formwork pre-assembled anti-dismantling embedded parts structure Expired - Fee Related CN219343979U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202320391618.XU CN219343979U (en) 2023-03-06 2023-03-06 An aluminum alloy formwork pre-assembled anti-dismantling embedded parts structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202320391618.XU CN219343979U (en) 2023-03-06 2023-03-06 An aluminum alloy formwork pre-assembled anti-dismantling embedded parts structure

Publications (1)

Publication Number Publication Date
CN219343979U true CN219343979U (en) 2023-07-14

Family

ID=87077285

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202320391618.XU Expired - Fee Related CN219343979U (en) 2023-03-06 2023-03-06 An aluminum alloy formwork pre-assembled anti-dismantling embedded parts structure

Country Status (1)

Country Link
CN (1) CN219343979U (en)

Similar Documents

Publication Publication Date Title
CN111894269A (en) Construction method for reinforcing structure of wall and column external mold
CN104404882A (en) Assistant mounting die for support and construction method thereof
CN209779689U (en) Pipe gallery construction aluminum mould board integral type inner support device
CN209571794U (en) In a kind of shear wall direct-burried distribution box with can turnover type fix device
CN219343979U (en) An aluminum alloy formwork pre-assembled anti-dismantling embedded parts structure
CN214942375U (en) Aluminum alloy template anti-floating device for indoor partition water stop table
CN111502260A (en) Kitchen and bathroom waterproof guide wall and plate integral pouring and shaping mold construction method
CN105696796A (en) Cantilever scaffold steel girder anchoring method
CN211473453U (en) Reinforced structure of pre-buried channel
CN222667192U (en) Assembled wall panel and wall panel system
CN114517585A (en) Accurate installation method for building shock insulation support
CN210421927U (en) Cast-in-place linkage segment template strutting arrangement of instrument formula concrete superimposed sheet
CN221546441U (en) Fixing device for embedded steel plate of underground waterproof structure
CN105586987B (en) Open trench tunnel open type agent structure side wall Bailey bracket formwork and its construction technology
CN109577498B (en) A sealing device suitable for small-area floor openings
CN117552617A (en) Construction methods for exterior wall scaffolding
CN208168161U (en) A kind of fabricated shear wall reinforcing bar posting
CN206667492U (en) A kind of prefabricated composite wallboard and the laterally attached structure of precast stair
CN206158192U (en) Concrete pump pipe's simple easily fixable device on concrete face
CN214302952U (en) Embedded screw rod positioner of assembled stair
CN212957325U (en) Device for improving installation precision of anchoring ribs at fixed end of prefabricated staircase
CN220621135U (en) Accurate positioner of wearing roof beam sleeve and mounting structure thereof
CN112538976A (en) Positioning device and method for pre-buried screw of assembled stair
CN209244243U (en) A kind of fixed device of fashioned iron sizing tripod for builder's jack
CN222667570U (en) Can have enough to meet need two fastener formula outer frame even wall spare

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20230714