CN211114733U - Telescopic shaft platform support - Google Patents

Telescopic shaft platform support Download PDF

Info

Publication number
CN211114733U
CN211114733U CN201921926044.1U CN201921926044U CN211114733U CN 211114733 U CN211114733 U CN 211114733U CN 201921926044 U CN201921926044 U CN 201921926044U CN 211114733 U CN211114733 U CN 211114733U
Authority
CN
China
Prior art keywords
groove
hinge plate
telescopic
column
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
CN201921926044.1U
Other languages
Chinese (zh)
Inventor
张延根
陈旺
郑新河
贺加贝
熊冲
龚国庆
张建
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.)
Hubei Waco Template Co ltd
Original Assignee
Hubei Waco Template 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 Hubei Waco Template Co ltd filed Critical Hubei Waco Template Co ltd
Priority to CN201921926044.1U priority Critical patent/CN211114733U/en
Application granted granted Critical
Publication of CN211114733U publication Critical patent/CN211114733U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Abstract

本实用新型涉及一种伸缩式井筒平台支架,井筒平台支架包括伸缩梁和主梁,伸缩梁沿其长度方向上开设有第一通槽,伸缩梁的一端的上部固设有多个挡板其另一端的第一通槽内铰接有第一铰接板,第一铰接板的端部伸出伸缩梁,第一通槽内固定设有第一立柱,第一铰接板上开设有第一半圆槽,第一立柱上开设有第一螺纹孔,第一半圆槽与第一螺纹孔同轴设置,主梁的端部开设有第二通槽,第二通槽内铰接有第二铰接板,第二铰接板的端部伸出所述主梁,第二通槽内固定设有第二立柱,第二铰接板上开设有第二半圆槽,第二立柱上开设有第二螺纹孔,第二半圆槽与第二螺纹孔同轴设置,主梁滑动设置在第一通槽内,采用此种支架,达到使得井筒平台安装便捷的目的。

Figure 201921926044

The utility model relates to a telescopic wellbore platform support. The wellbore platform support comprises a telescopic beam and a main beam. The telescopic beam is provided with a first through groove along its length direction, and a plurality of baffles are fixed on the upper part of one end of the telescopic beam. A first hinge plate is hinged in the first through groove at the other end, the end of the first hinge plate extends out of a telescopic beam, a first column is fixed in the first through groove, and a first semicircular groove is opened on the first hinge plate , the first column is provided with a first threaded hole, the first semicircular groove is coaxially arranged with the first threaded hole, the end of the main beam is provided with a second through groove, and the second through groove is hinged with a second hinge plate, the first The ends of the two hinge plates protrude from the main beam, the second through groove is fixed with a second column, the second hinge plate is provided with a second semicircular groove, the second column is provided with a second threaded hole, the second The semicircular groove and the second threaded hole are coaxially arranged, and the main beam is slidably arranged in the first through groove. The use of such a bracket achieves the purpose of facilitating the installation of the wellbore platform.

Figure 201921926044

Description

一种伸缩式井筒平台支架A telescopic wellbore platform support

技术领域technical field

本实用新型涉及建筑爬架领域,具体涉及一种伸缩式井筒平台支架。The utility model relates to the field of building climbing frames, in particular to a telescopic shaft platform support.

背景技术Background technique

井筒平台主要用于高层建筑物的电梯井、设备井、楼梯间等井筒结构的混凝土浇筑。混凝土的侧压力主要由穿墙螺杆承担,使用简单、迅速,经济,组成井筒平台的组要支撑件为其下部的支架,一般的搭建过程中通常在支架的两端设置螺纹孔,然后通过两个墙体上的螺栓与螺纹孔分别螺纹连接从而固定支架,最终使得井筒平台得到固定,而传统中由于墙体之间的距离不是固定不变的,通常需要现场量取墙体之间的距离,进而才能够确定支架的长度,然后进行现场切割支架,并且从新打孔,费时费力,为此,急需一种支架来解决现有问题。Shaft platforms are mainly used for concrete pouring of shaft structures such as elevator shafts, equipment shafts, and stairwells in high-rise buildings. The lateral pressure of the concrete is mainly borne by the through-wall screw, which is simple, fast and economical to use. The support part of the group forming the wellbore platform is the lower bracket. In the general construction process, threaded holes are usually set at both ends of the bracket, and then through the two The bolts on the walls and the threaded holes are respectively threaded to fix the bracket, and finally the wellbore platform is fixed. However, in the traditional way, because the distance between the walls is not fixed, it is usually necessary to measure the distance between the walls on site. Then, the length of the stent can be determined, and then the stent can be cut on site, and new holes are drilled, which is time-consuming and labor-intensive. Therefore, a stent is urgently needed to solve the existing problem.

实用新型内容Utility model content

为解决上述技术问题,本实用新型之目的在于提供一种伸缩式井筒平台支架,达到使得井筒平台安装便捷的目的。In order to solve the above-mentioned technical problems, the purpose of the present invention is to provide a telescopic wellbore platform support, so as to achieve the purpose of facilitating the installation of the wellbore platform.

为实现上述目的,本实用新型之一种伸缩式井筒平台支架,所述井筒平台支架包括伸缩梁和主梁,所述伸缩梁沿其长度方向上开设有贯穿的第一通槽,所述伸缩梁的一端的上部固设有多个挡板,所述伸缩梁的另一端的所述第一通槽内铰接有第一铰接板,所述第一铰接板的端部伸出所述伸缩梁,所述第一通槽内固定设有第一立柱,所述第一铰接板沿其长度方向上开设有贯穿的第一半圆槽,所述第一立柱上开设有第一螺纹孔,所述第一半圆槽与所述第一螺纹孔同轴设置;In order to achieve the above purpose, a telescopic wellbore platform support of the present invention, the wellbore platform support comprises a telescopic beam and a main beam, the telescopic beam is provided with a first through groove along its length direction, the telescopic beam is A plurality of baffles are fixed on the upper part of one end of the beam, a first hinge plate is hinged in the first through groove of the other end of the telescopic beam, and the end of the first hinge plate protrudes from the telescopic beam , a first column is fixed in the first through slot, the first hinge plate is provided with a first semicircular groove along its length direction, a first threaded hole is opened on the first column, the The first semicircular groove is coaxial with the first threaded hole;

所述主梁的端部开设有第二通槽,所述第二通槽内铰接有第二铰接板,所述第二铰接板的端部伸出所述主梁,所述第二通槽内固定设有第二立柱,所述第二铰接板沿其长度方向上开设有贯穿的第二半圆槽,所述第二立柱上开设有第二螺纹孔,所述第二半圆槽与所述第二螺纹孔同轴设置;The end of the main beam is provided with a second through groove, a second hinge plate is hinged in the second through groove, the end of the second hinge plate protrudes from the main beam, and the second through groove A second column is fixed inside, the second hinge plate is provided with a second semicircular groove along its length direction, a second threaded hole is opened on the second column, and the second semicircle groove and the The second threaded hole is coaxially arranged;

所述主梁滑动设置在所述第一通槽内。The main beam is slidably arranged in the first through groove.

进一步,所述第一通槽固定设有第一限位板,所述第二通槽固定设有第二限位板,所述第一立柱位于所述第一铰接板与所述第一限位板之间,所述第二立柱位于所述第二铰接板与所述第二限位板之间。Further, the first through groove is fixed with a first limit plate, the second through groove is fixed with a second limit plate, and the first column is located between the first hinge plate and the first limit plate. between the position plates, the second column is located between the second hinge plate and the second limit plate.

进一步,所述挡板为两个,其中一所述挡板固定设置在所述伸缩梁的上端部,另一所述挡板固定设置在所述伸缩梁的上中部。Further, there are two baffles, one of which is fixedly arranged at the upper end of the telescopic beam, and the other baffle is fixedly arranged at the upper middle of the telescopic beam.

进一步,所述第一限位板螺纹连接在所述第一通槽内,所述第二限位板螺纹连接在所述第二通槽内。Further, the first limiting plate is threaded in the first through groove, and the second limiting plate is threaded in the second through groove.

本实用新型与现有技术相比,其有益效果是:Compared with the prior art, the utility model has the following beneficial effects:

在实际使用过程中,首先量取两个墙体之间的距离,然后取出伸缩梁与主梁,并把主梁插入到伸缩梁中,同时,使得第一铰接板与第二铰接板保持水平状态,然后量取第一铰接板与第二铰接板之间的距离,使其与墙体之间的距离相等,接着,向下扳动第一铰接板与第二铰接板,使得其转动一定的角度,起到防止在吊其该井筒平台支架时,刮伤墙体,进而影响墙体的整体美观,再向下调动的过程中,直至第一铰接板上的第一半圆槽与第二铰接板的第二半圆槽与墙体螺栓相互接触(由于采用的是第一半圆槽,因而在下降的过程中,墙体螺栓可以自动对心到第一半圆槽内),由于第一铰接板与第二铰接板分别设置在第一通槽与第二通槽内,因而第一铰接板与第二铰接板旋转的极限位置只能与主梁保持平行,然后分别拧紧两个墙体螺栓使得其分别与第一螺纹孔与第二螺纹孔相互配合,进而实现井筒平台支架的固定。In the actual use process, first measure the distance between the two walls, then take out the telescopic beam and the main beam, and insert the main beam into the telescopic beam, at the same time, keep the first hinge plate and the second hinge plate horizontal state, then measure the distance between the first hinge plate and the second hinge plate to make it equal to the distance between the wall, and then pull the first hinge plate and the second hinge plate downward to make them rotate a certain amount The angle of the shaft platform prevents the wall from being scratched when the shaft platform support is lifted, thereby affecting the overall appearance of the wall. The second semicircular groove of the hinge plate is in contact with the wall bolts (because the first semicircular groove is used, the wall bolts can be automatically centered into the first semicircular groove during the descending process). The second hinge plate and the second hinge plate are respectively arranged in the first through groove and the second through groove, so the limit position of the rotation of the first hinge plate and the second hinge plate can only be kept parallel to the main beam, and then the two wall bolts are respectively tightened to make They are respectively matched with the first threaded hole and the second threaded hole, thereby realizing the fixation of the wellbore platform support.

附图说明Description of drawings

图1是本实用新型一种伸缩式井筒平台支架的立体图;1 is a perspective view of a telescopic wellbore platform support of the present utility model;

图2是本实用新型一种伸缩式井筒平台支架的安装流程图。Figure 2 is a flow chart of the installation of a telescopic wellbore platform support of the present invention.

图中:1、伸缩梁;11、第一通槽;2、主梁;21、第二通槽;3、挡板;4、第一铰接板;5、第一立柱;6、第二铰接板;61、第二半圆槽;7、第二立柱;8、第一限位板;9、第二限位板;10、墙体;13、墙体螺栓;12、井筒平台支架。In the figure: 1, telescopic beam; 11, first through slot; 2, main beam; 21, second through slot; 3, baffle plate; 4, first hinge plate; 5, first column; 6, second hinge plate; 61, the second semicircular groove; 7, the second column; 8, the first limit plate; 9, the second limit plate; 10, the wall; 13, the wall bolt; 12, the wellbore platform bracket.

具体实施方式Detailed ways

为详细说明本实用新型之技术内容、构造特征、所达成目的及功效,以下兹例举实施例并配合附图详予说明。In order to describe the technical content, structural features, achieved objects and effects of the present invention in detail, the following examples are given and described in detail with the accompanying drawings.

在本实用新型的描述中,需要理解的是,术语“中心”、“纵向”、“横向”、“前”、“后”、“左”、“右”、“竖直”、“水平”、“顶”、“底”、“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本实用新型和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本实用新型保护范围的限制。In the description of the present invention, it should be understood that the terms "center", "longitudinal", "horizontal", "front", "rear", "left", "right", "vertical", "horizontal" , "top", "bottom", "inside", "outside" and other indicated orientations or positional relationships are based on the orientations or positional relationships shown in the accompanying drawings, only for the convenience of describing the present utility model and simplifying the description, rather than indicating Or imply that the indicated device or element must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be construed as a limitation on the protection scope of the present invention.

请参阅图1所示,并结合图2所示,本实用新型提供一种实施方案:Please refer to Fig. 1, and in conjunction with Fig. 2, the utility model provides an embodiment:

本实用新型提供为实现上述目的,本实用新型之一种伸缩式井筒平台支架,所述井筒平台支架12包括伸缩梁1和主梁2,所述伸缩梁1沿其长度方向上开设有贯穿的第一通槽11,所述伸缩梁1的一端的上部固设有多个挡板3,所述伸缩梁1的另一端的所述第一通槽11内铰接有第一铰接板4,所述第一铰接板4的端部伸出所述伸缩梁1,所述第一通槽11内固定设有第一立柱5,所述第一铰接板4沿其长度方向上开设有贯穿的第一半圆槽,所述第一立柱5上开设有第一螺纹孔,所述第一半圆槽与所述第一螺纹孔同轴设置;The present invention provides a telescopic wellbore platform support of the present invention to achieve the above-mentioned purpose. The wellbore platform support 12 includes a telescopic beam 1 and a main beam 2. The telescopic beam 1 is provided with a penetrating beam along its length direction. The first through slot 11, the upper part of one end of the telescopic beam 1 is fixed with a plurality of baffles 3, and the first through slot 11 at the other end of the telescopic beam 1 is hinged with a first hinge plate 4, so The end of the first hinge plate 4 protrudes from the telescopic beam 1 , the first column 5 is fixed in the first through groove 11 , and the first hinge plate 4 is provided with a penetrating first column along its length direction. A semicircular groove, the first column 5 is provided with a first threaded hole, and the first semicircular groove and the first threaded hole are coaxially arranged;

所述主梁2的端部开设有第二通槽21,所述第二通槽21内铰接有第二铰接板6,所述第二铰接板6的端部伸出所述主梁2,所述第二通槽21内固定设有第二立柱7,所述第二铰接板6沿其长度方向上开设有贯穿的第二半圆槽61,所述第二立柱7上开设有第二螺纹孔,所述第二半圆槽61与所述第二螺纹孔同轴设置;The end of the main beam 2 is provided with a second through groove 21 , a second hinge plate 6 is hinged in the second through groove 21 , and the end of the second hinge plate 6 protrudes from the main beam 2 , A second column 7 is fixed in the second through slot 21 , the second hinge plate 6 is provided with a second semicircular groove 61 along its length direction, and the second column 7 is provided with a second thread The second semicircular groove 61 is coaxial with the second threaded hole;

所述主梁2滑动设置在所述第一通槽11内。The main beam 2 is slidably arranged in the first through groove 11 .

在实际使用过程中,首先量取两个墙体10之间的距离,然后取出伸缩梁1与主梁2,并把主梁2插入到伸缩梁1中,同时,使得第一铰接板4与第二铰接板6保持水平状态,然后量取第一铰接板4与第二铰接板6之间的距离,使其与墙体10之间的距离相等,接着,向下扳动第一铰接板4与第二铰接板6,使得其转动一定的角度,起到防止在吊其该井筒平台支架12时,刮伤墙体10,进而影响墙体10的整体美观,再向下调动的过程中,直至第一铰接板4上的第一半圆槽与第二铰接板6的第二半圆槽61与墙体螺栓13相互接触(由于采用的是第一半圆槽,因而在下降的过程中,墙体螺栓13可以自动对心到第一半圆槽内),由于第一铰接板4与第二铰接板6分别设置在第一通槽11与第二通槽21内,因而第一铰接板4与第二铰接板6旋转的极限位置只能与主梁2保持平行,然后分别拧紧两个墙体螺栓13使得其分别与第一螺纹孔与第二螺纹孔相互配合,进而实现井筒平台支架12的固定;In the actual use process, first measure the distance between the two walls 10, then take out the telescopic beam 1 and the main beam 2, and insert the main beam 2 into the telescopic beam 1, at the same time, make the first hinge plate 4 and the main beam 2 Keep the second hinge plate 6 in a horizontal state, then measure the distance between the first hinge plate 4 and the second hinge plate 6 to make it equal to the distance between the wall 10, and then move the first hinge plate downward 4 and the second hinge plate 6, so that it rotates at a certain angle to prevent the wall 10 from being scratched when the shaft platform support 12 is hoisted, thereby affecting the overall appearance of the wall 10, and in the process of downward adjustment , until the first semicircular groove on the first hinge plate 4 and the second semicircular groove 61 on the second hinge plate 6 are in contact with the wall bolt 13 (because the first semicircular groove is used, during the descending process, the wall The body bolt 13 can be automatically centered into the first semicircular groove), since the first hinge plate 4 and the second hinge plate 6 are respectively arranged in the first through groove 11 and the second through groove 21, the first hinge plate 4 and the second through groove 21 respectively. The limit position of the rotation of the second hinge plate 6 can only be kept parallel to the main beam 2, and then the two wall bolts 13 are respectively tightened so that they cooperate with the first threaded hole and the second threaded hole respectively, thereby realizing the wellbore platform support 12. fixed;

进一步,所述第一通槽11固定设有第一限位板8,所述第二通槽21固定设有第二限位板9,所述第一立柱5位于所述第一铰接板4与所述第一限位板8之间,所述第二立柱(7)位于所述第二铰接板(6)与所述第二限位板(9)之间。Further, the first through groove 11 is fixed with a first limiting plate 8 , the second through groove 21 is fixed with a second limiting plate 9 , and the first column 5 is located on the first hinge plate 4 . Between the first limit plate 8, the second column (7) is located between the second hinge plate (6) and the second limit plate (9).

进一步,所述挡板3为两个,其中一所述挡板3固定设置在所述伸缩梁1的上端部,另一所述挡板3固定设置在所述伸缩梁1的上中部。Further, there are two baffles 3 , one of which is fixed at the upper end of the telescopic beam 1 , and the other baffle 3 is fixed at the upper middle of the telescopic beam 1 .

用材较少,节约成本。Less material and cost saving.

进一步,所述第一限位板8螺纹连接在所述第一通槽11内,所述第二限位板9螺纹连接在所述第二通槽21内。Further, the first limiting plate 8 is threaded in the first through groove 11 , and the second limiting plate 9 is threaded in the second through groove 21 .

方便前期安装与后期拆卸。It is convenient for pre-installation and post-disassembly.

Claims (4)

1.一种伸缩式井筒平台支架,其特征在于:所述井筒平台支架(12)包括伸缩梁(1)和主梁(2),所述伸缩梁(1)沿其长度方向上开设有贯穿的第一通槽(11),所述伸缩梁(1)的一端的上部固设有多个挡板(3),所述伸缩梁(1)的另一端的所述第一通槽(11)内铰接有第一铰接板(4),所述第一铰接板(4)的端部伸出所述伸缩梁(1),所述第一通槽(11)内固定设有第一立柱(5),所述第一铰接板(4)沿其长度方向上开设有贯穿的第一半圆槽,所述第一立柱(5)上开设有第一螺纹孔,所述第一半圆槽与所述第一螺纹孔同轴设置;1. A telescopic wellbore platform support, characterized in that: the wellbore platform support (12) comprises a telescopic beam (1) and a main beam (2), and the telescopic beam (1) is provided with a through-hole along its length direction. The first through groove (11) of the telescopic beam (1) is fixed with a plurality of baffles (3) at the upper part of one end of the telescopic beam (1), and the first through groove (11) at the other end of the telescopic beam (1) ) is internally hinged with a first hinge plate (4), the end of the first hinge plate (4) protrudes from the telescopic beam (1), and a first column is fixed in the first through groove (11). (5), the first hinge plate (4) is provided with a first semicircular groove extending through its length direction, the first column (5) is provided with a first threaded hole, and the first semicircular groove and the first threaded holes are coaxially arranged; 所述主梁(2)的端部开设有第二通槽(21),所述第二通槽(21)内铰接有第二铰接板(6),所述第二铰接板(6)的端部伸出所述主梁(2),所述第二通槽(21)内固定设有第二立柱(7),所述第二铰接板(6)沿其长度方向上开设有贯穿的第二半圆槽(61),所述第二立柱(7)上开设有第二螺纹孔,所述第二半圆槽(61)与所述第二螺纹孔同轴设置;The end of the main beam (2) is provided with a second through groove (21), a second hinge plate (6) is hinged in the second through groove (21), and the second hinge plate (6) is hinged. The end protrudes from the main beam (2), a second column (7) is fixed in the second through groove (21), and the second hinge plate (6) is provided with a through hole along its length direction. a second semicircular groove (61), a second threaded hole is formed on the second column (7), and the second semicircular groove (61) is coaxially arranged with the second threaded hole; 所述主梁(2)滑动设置在所述第一通槽(11)内。The main beam (2) is slidably arranged in the first through groove (11). 2.根据权利要求1所述的一种伸缩式井筒平台支架,其特征在于:所述第一通槽(11)固定设有第一限位板(8),所述第二通槽(21)固定设有第二限位板(9),所述第一立柱(5)位于所述第一铰接板(4)与所述第一限位板(8)之间,所述第二立柱(7)位于所述第二铰接板(6)与所述第二限位板(9)之间。2. A telescopic shaft platform support according to claim 1, characterized in that: the first through groove (11) is fixedly provided with a first limiting plate (8), and the second through groove (21) ) is fixedly provided with a second limit plate (9), the first column (5) is located between the first hinge plate (4) and the first limit plate (8), the second column (7) is located between the second hinge plate (6) and the second limiting plate (9). 3.根据权利要求1所述的一种伸缩式井筒平台支架,其特征在于:所述挡板(3)为两个,其中一所述挡板(3)固定设置在所述伸缩梁(1)的上端部,另一所述挡板(3)固定设置在所述伸缩梁(1)的上中部。3. A telescopic wellbore platform support according to claim 1, characterized in that: there are two baffles (3), and one of the baffles (3) is fixedly arranged on the telescopic beam (1). ), and another baffle plate (3) is fixedly arranged on the upper middle part of the telescopic beam (1). 4.根据权利要求2所述的一种伸缩式井筒平台支架,其特征在于:所述第一限位板(8)螺纹连接在所述第一通槽(11)内,所述第二限位板(9)螺纹连接在所述第二通槽(21)内。4. A telescopic wellbore platform support according to claim 2, characterized in that: the first limiting plate (8) is threadedly connected in the first through groove (11), and the second limiting plate (8) is threaded in the first through groove (11). The position plate (9) is screwed into the second through groove (21).
CN201921926044.1U 2019-11-07 2019-11-07 Telescopic shaft platform support Expired - Fee Related CN211114733U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921926044.1U CN211114733U (en) 2019-11-07 2019-11-07 Telescopic shaft platform support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921926044.1U CN211114733U (en) 2019-11-07 2019-11-07 Telescopic shaft platform support

Publications (1)

Publication Number Publication Date
CN211114733U true CN211114733U (en) 2020-07-28

Family

ID=71714660

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201921926044.1U Expired - Fee Related CN211114733U (en) 2019-11-07 2019-11-07 Telescopic shaft platform support

Country Status (1)

Country Link
CN (1) CN211114733U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111962909A (en) * 2020-10-21 2020-11-20 上海建工五建集团有限公司 Slidable supporting system suitable for vertical narrow space
CN112110316A (en) * 2020-09-21 2020-12-22 马利群 Elevator shaft traction rotary telescopic construction elevator and installation and use method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112110316A (en) * 2020-09-21 2020-12-22 马利群 Elevator shaft traction rotary telescopic construction elevator and installation and use method thereof
CN111962909A (en) * 2020-10-21 2020-11-20 上海建工五建集团有限公司 Slidable supporting system suitable for vertical narrow space

Similar Documents

Publication Publication Date Title
CN211114733U (en) Telescopic shaft platform support
CN209686905U (en) A kind of foldable positioning diagonal brace of precast shear wall
CN207776470U (en) A kind of building side column protective platform
CN217461447U (en) Shear force wall is with anti bank template fixing device of stagnant water
CN105484505B (en) A kind of vertical concrete structure climbing device of variable-angle and its application method
CN210067410U (en) Support device for climbing scaffold
CN219194212U (en) Automatic unblock hoist and mount frame of assembled building
CN207420080U (en) A kind of outer protective frame of door-window opening
CN206957203U (en) Full working scope adaptive type socket joint type disk button steel pipe support system
CN212129876U (en) A top support structure for a climbing frame anti-fall device
CN201011010Y (en) Point type curtain wall adjusting support
CN205577379U (en) Low -cost external construction platform
CN205637632U (en) Special instrument holder is rectified in installation of shaped steel post
CN212154110U (en) A kind of external wall scaffolding support device for building
CN218678292U (en) Wire harness combined support
CN220170254U (en) Perpendicularity detection device convenient to remove
CN206368655U (en) A kind of bright frame glass curtain wall coupling type hangs window anti-drop device
CN209244243U (en) A kind of fixed device of fashioned iron sizing tripod for builder's jack
CN219100666U (en) Climbing form lower hanging platform stabilizing mechanism
CN219753527U (en) Dampproofing building board for ancient building
CN218950727U (en) A construction elevator protection device
CN111706065B (en) Can have enough to meet need outer wall scaffold frame drawknot device of use
CN204456749U (en) A kind of PC cladding panel upper limit connector
CN217232692U (en) Frame pipe joint suitable for building outer wall overhanging plate
CN204492135U (en) Adjustable steel tube supports

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: 20200728