CN214739800U - Core filling component for socket type disc buckle type external scaffold - Google Patents

Core filling component for socket type disc buckle type external scaffold Download PDF

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Publication number
CN214739800U
CN214739800U CN202022952827.6U CN202022952827U CN214739800U CN 214739800 U CN214739800 U CN 214739800U CN 202022952827 U CN202022952827 U CN 202022952827U CN 214739800 U CN214739800 U CN 214739800U
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CN
China
Prior art keywords
rod
pole
core
vertical
pole setting
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
CN202022952827.6U
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Chinese (zh)
Inventor
姚守涛
陈家江
尤国朝
徐佩
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Sixth Construction Co Ltd of China Construction Fourth Engineering Division Co Ltd
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Sixth Construction Co Ltd of China Construction Fourth 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
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Application filed by Sixth Construction Co Ltd of China Construction Fourth Engineering Division Co Ltd filed Critical Sixth Construction Co Ltd of China Construction Fourth Engineering Division Co Ltd
Priority to CN202022952827.6U priority Critical patent/CN214739800U/en
Application granted granted Critical
Publication of CN214739800U publication Critical patent/CN214739800U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a core-filling component for socket joint type coil buckle type outer scaffold, which comprises a first vertical rod, a horizontal rod, a vertical support rod, an oblique support rod, an arc support plate and a second outer frame vertical rod, wherein the two ends of the horizontal rod are detachably inserted on the first vertical rod and the second outer frame vertical rod, the bottom end of the second outer frame vertical rod is provided with the arc support plate, the oblique support rod is fixedly arranged on the arc support plate, the other end of the oblique support rod is fixed at the bottom end of the first vertical rod, a triangular structure is formed among the first vertical rod, the horizontal rod, the second outer frame vertical rod and the oblique support rod, the vertical support rod is inserted in the triangular structure, the two ends of the vertical support rod are respectively arranged on the horizontal rod and the oblique support rod, the whole component forms two triangular stable structures through the first vertical rod, the horizontal rod, the vertical support rod, the oblique support rod and the bolt, the buckle, the arc support plate and the outer frame vertical rod, the distance between the outer scaffold and the building can be effectively controlled, and potential safety hazards can be effectively eliminated.

Description

Core filling component for socket type disc buckle type external scaffold
Technical Field
The utility model belongs to the technical field of building; in particular to a core filling component for a socket type disc buckle type external scaffold.
Background
The core filling rod is a rod piece commonly used in the process of erecting and using the external scaffold, and can supplement and solve the problem that the distance between the external scaffold and a building is too large. The outer scaffold needs to strictly control the distance between the frame body and the wall in the erection process, but in the actual construction process, the distance between the frame body and the wall cannot be well controlled due to reasons such as structural design and the like. At the moment, the filling core rod is required to be additionally arranged at the position with larger distance so as to control the distance between the frame body and the wall and eliminate potential safety hazards. At present, most of building construction scaffold filling cores are formed by adding small cross rods, then arranging large cross rods on the small cross rods, paving scaffold boards and the like.
The core filling mode is convenient and fast, the problem that the distance between an outer scaffold and a building is too large can be effectively solved, but the core filling stress increased by the mode is mainly concentrated on the fasteners of the small cross rods, and certain potential safety hazards still exist. To socket joint type dish knot formula external scaffolding, if adopt this kind of mode of filling in the core, influence support body practicality and functionality, and need prepare the material of multiple classification and multiple model, the construction is inconvenient.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a fill core component that is used for outer scaffold frame of socket joint type dish knot formula to solve the problem that provides among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme:
the utility model provides a fill out core component for outer scaffold frame is detained to socket joint type dish, includes pole setting one, horizontal pole, vertical support bar, bearing diagonal pole, arc layer board and outrigger pole setting two, the detachable grafting in pole setting one and outrigger pole setting two in the both ends of horizontal pole, the bottom of outrigger pole setting two is provided with the arc layer board, the fixed bearing diagonal pole that is provided with on the arc layer board, the other end of bearing diagonal pole is fixed in the bottom of pole setting one, constitute the triangle-shaped structure between pole setting one, horizontal pole, outrigger pole setting two and the bearing diagonal pole, and has inserted vertical support bar inside this triangle-shaped structure, vertical support bar's both ends set up respectively on horizontal pole and bearing diagonal pole.
As a further aspect of the present invention: the two ends of the cross rod are provided with buckles, the buckles at the two ends of the cross rod are respectively opposite to the jacks buckled on the first vertical rod and the second outer frame vertical rod, and a bolt is inserted into the jack.
As a further aspect of the present invention: the vertical supporting rods are arranged in parallel with the first vertical rod and the second outer frame vertical rod inside the triangle.
As a further aspect of the present invention: and two ends of the cross rod are respectively and vertically arranged with the first vertical rod and the second vertical rod of the outer frame.
As a further aspect of the present invention: two adjacent can the overlap joint rail guard between the pole setting.
As a further aspect of the present invention: and a scaffold board can be built between every two adjacent cross rods.
The utility model has the advantages that: the utility model discloses a fill out the jack that the buckle on the core component was aimed at two dishes of outrigger pole settings and is buckled when setting up on the horizontal pole, then insert bolt fastening buckle, the arc layer board is supported in pole setting one through its arc structure, provide the diagonal bracing power, whole component is through pole setting one, the horizontal pole, vertical support bar, the bearing diagonal pole and through the bolt, the buckle, the arc layer board is connected with the outrigger pole setting and is formed two triangle-shaped stable structures, can effectively control outrigger and building interval, can effectively eliminate the potential safety hazard, construction process has been simplified simultaneously, and the construction time is saved.
Drawings
In order to facilitate understanding for those skilled in the art, the present invention will be further described with reference to the accompanying drawings.
Fig. 1 is a front view of a core-filling member for a socket type disc-buckle type external scaffolding.
Fig. 2 is a left side view of a core-filling member for a socket type disc-buckle type external scaffolding.
Fig. 3 is a plan view of a core-filling member for a socket type disc-buckle type external scaffolding.
In the figure: 1. a first vertical rod; 2. a cross bar; 3. a bolt; 4. buckling; 5. a vertical support bar; 6. an inclined support rod; 7. an arc-shaped supporting plate; 8. and a second outer frame vertical rod.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1 to 3, a core-filling member for a socket-type plate-buckle type external scaffold comprises a first vertical rod 1, a first cross rod 2, a vertical support rod 5, a diagonal support rod 6, an arc-shaped supporting plate 7 and a second external frame vertical rod 8, wherein two ends of the first cross rod 2 are detachably inserted into the first vertical rod 1 and the second external frame vertical rod 8, the arc-shaped supporting plate 7 is arranged at the bottom end of the second external frame vertical rod 8, the diagonal support rod 6 is fixedly arranged on the arc-shaped supporting plate 7, the other end of the diagonal support rod 6 is fixed at the bottom end of the first vertical rod 1, the second cross rod 2, the second external frame vertical rod 8 and the diagonal support rod 6 form a triangular structure, the vertical support rod 5 is inserted into the triangular structure, two ends of the vertical support rod 5 are respectively arranged on the first cross rod 2 and the diagonal support rod 6, and the whole member passes through the first vertical rod 1, the cross rod 2, the vertical support rod 5, the second external frame vertical support rod 8 and the diagonal support rod 6, The diagonal bracing pole 6 and be connected with outrigger pole setting two 8 through bolt 3, buckle 4, arc layer board 7 and form two triangle-shaped stable structures, can effectively control outer scaffold frame and building interval, can effectively eliminate the potential safety hazard.
The both ends of horizontal pole 2 are provided with buckle 4, just to pole setting one 1 and the jack that two 8 dishes of outrigger pole setting were buckled respectively with buckle 4 at horizontal pole 2 both ends, inserted bolt 3 in the jack, make the dismouting of horizontal pole 2 more convenient.
Vertical support rod 5 is parallel in triangle-shaped inside and sets up with pole setting one 1 and outrigger pole setting two 8, makes vertical support rod 5 strong in the inside holding power of triangle-shaped, and whole bearing structure is more stable.
And two ends of the cross rod 2 are respectively and vertically arranged with the first vertical rod 1 and the second vertical rod 8 of the outer frame.
Guard rails can be lapped between the two adjacent upright rods 1.
And a scaffold board can be built between every two adjacent cross rods 2.
The working principle is as follows: this fill core component when setting up with buckle 4 on the horizontal pole 2 aim at the jack that outer frame pole setting two 8 dishes were buckled, then insert 3 fastening buckles of bolt 4, arc layer board 7 relies on pole setting one 1 through its arc structure, provides the slant brace power, whole component is connected with outer frame pole setting two 8 through pole setting one 1, horizontal pole 2, vertical support pole 5, bracing strut 6 and through bolt 3, buckle 4, arc layer board 7 and forms two triangle-shaped stable structure.
The foregoing is merely exemplary and illustrative of the structure of the invention, and various modifications, additions and substitutions as described in the detailed description may be made by those skilled in the art without departing from the structure or exceeding the scope of the invention as defined in the claims.

Claims (6)

1. The utility model provides a fill core component that is used for outer scaffold frame of socket joint type dish knot formula which characterized in that: including pole setting (1), horizontal pole (2), vertical support pole (5), bearing diagonal (6), arc layer board (7) and outrigger pole setting two (8), the detachable grafting in both ends of horizontal pole (2) is on pole setting (1) and outrigger pole setting two (8), the bottom of outrigger pole setting two (8) is provided with arc layer board (7), fixed bearing diagonal (6) that is provided with on arc layer board (7), the bottom at pole setting (1) is fixed to the other end of bearing diagonal (6), constitute the triangle-shaped structure between pole setting (1), horizontal pole (2), outrigger pole setting two (8) and bearing diagonal (6), and inserted vertical support pole (5) inside this triangle-shaped structure, the both ends of vertical support pole (5) set up respectively on horizontal pole (2) and bearing diagonal (6).
2. The core-filling component for the socket type disc buckle type external scaffold according to claim 1, wherein the two ends of the cross rod (2) are provided with buckles (4), the buckles (4) at the two ends of the cross rod (2) are respectively opposite to the jacks on the disc buckles of the upright rod I (1) and the upright rod II (8) of the external scaffold, and the plug pin (3) is inserted into the jacks.
3. A core-filling element for a socket type disc-buckle external scaffolding according to claim 1, characterized in that the vertical support bars (5) are arranged inside the triangle in parallel with the first (1) and the second (8) uprights of the external scaffolding.
4. The core-filling member for the socket type disc-buckle type external scaffolding according to claim 1, characterized in that both ends of the cross bar (2) are vertically disposed with the upright one (1) and the upright two (8) of the external scaffolding, respectively.
5. The core-filling component for the socket type disc-buckle type external scaffold according to claim 1, wherein the guard rail can be overlapped between two adjacent upright poles (1).
6. A core-filling element for a socket type disc-buckle external scaffolding according to claim 1, characterized in that scaffold boards can be constructed between two adjacent crossbars (2).
CN202022952827.6U 2020-12-08 2020-12-08 Core filling component for socket type disc buckle type external scaffold Expired - Fee Related CN214739800U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202022952827.6U CN214739800U (en) 2020-12-08 2020-12-08 Core filling component for socket type disc buckle type external scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202022952827.6U CN214739800U (en) 2020-12-08 2020-12-08 Core filling component for socket type disc buckle type external scaffold

Publications (1)

Publication Number Publication Date
CN214739800U true CN214739800U (en) 2021-11-16

Family

ID=78631409

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202022952827.6U Expired - Fee Related CN214739800U (en) 2020-12-08 2020-12-08 Core filling component for socket type disc buckle type external scaffold

Country Status (1)

Country Link
CN (1) CN214739800U (en)

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GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20211116

CF01 Termination of patent right due to non-payment of annual fee