CN217602044U - Construction and installation structure for convex beam slab frame body - Google Patents
Construction and installation structure for convex beam slab frame body Download PDFInfo
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- CN217602044U CN217602044U CN202221632770.4U CN202221632770U CN217602044U CN 217602044 U CN217602044 U CN 217602044U CN 202221632770 U CN202221632770 U CN 202221632770U CN 217602044 U CN217602044 U CN 217602044U
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- beam slab
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Abstract
The utility model discloses a bulge beam slab support body construction mounting structure, include: the convex beam slab layer is provided with a convex beam slab in a convex manner; the non-convex beam plate layer is positioned below the convex beam plate layer; the pull rod is fixed on the outer vertical surface of the non-projecting beam slab layer below the projecting beam slab layer, and projects from the non-projecting beam slab layer to be longer than the projecting beam slab; the falling protector is fixedly connected with the pull rod and can be lifted and fall to be matched with the frame body of the scaffold through the guide rail; an erection frame body is arranged on the frame body close to the side of the beam slab without the projection. Because set up the installation support body and install on leaning on the support body to non-protruding roof beam slab layer side for set up the installation support body and constitute protection construction work platform in the non-protruding roof beam slab outer space of protruding roof beam slab below, solved the double flute steel attachment and have increased the problem that need carry out the waterproof construction process of stifled after first tie rod demolishs through first tie rod screw rod and the installation of non-cantilever beam section.
Description
Technical Field
The utility model relates to a bulge beam slab support body construction mounting structure belongs to construction technical field.
Background
In order to reinforce or decorate the exterior of certain floors of a high-rise building, beam-slab structures which protrude outwards are arranged on the intervals of floors of the building body. The scaffold is attached to the protruded beam slab through the falling protector and the guide rail, and the middle floor between the protruded beam slab layers is far away from the scaffold body of the scaffold, so that an installation scaffold body needs to be additionally erected.
In a Chinese patent publication No. CN212671138U, a diagonal suspension type overhanging attaching support for attaching a lifting scaffold is disclosed as follows: the inner end part of the double-channel steel attachment part is fixedly connected with the non-cantilever beam on the inner side of the floor of the attachment layer through the first connecting beam screw rod. Although, can realize setting up the installation support body in addition, the double flute steel attachment is through first tie-beam screw and the installation of non-cantilever beam section, has increased the problem that need carry out the waterproof construction process of stifled after first tie-beam screw is demolishd.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model provides a bulge beam slab support body construction mounting structure.
The utility model discloses a following technical scheme can realize.
The utility model provides a pair of protrusion breast board support body construction mounting structure, include:
the convex beam slab layer is provided with a convex beam slab in a convex manner;
the non-convex beam slab layer is positioned below the convex beam slab layer;
the pull rod is fixed on the outer vertical surface of the non-projecting beam slab layer below the projecting beam slab layer, and projects from the non-projecting beam slab layer to be longer than the projecting beam slab;
the falling protector is fixedly connected with the pull rod and can be lifted and fall to be matched with the frame body of the scaffold through the guide rail;
an erection frame body is arranged on the frame body close to the side of the beam slab without the projection.
Still include the connecting rod, set up the installation support body through connecting rod and support body fixed connection.
The two ends of the connecting rod are correspondingly and fixedly connected with the erection frame body and the frame body through bolts.
The steel wire rope comprises an inner inclined steel wire rope which is distributed in an inclined mode.
Interior oblique wire rope one end draws wire rope other end to one side and connects intersection point department at connecting rod and support body through bolt fixed connection, sets up the installation support body, and interior oblique wire rope other end draws wire rope other end to one side through bolt fixed connection and connects intersection point department at connecting rod and support body.
Also comprises an outer diagonal draw screw rod which is distributed in an inclined way.
One end of the outer diagonal screw is fixedly connected with the junction point of the pull rod and the non-convex beam slab layer through a bolt, and the other end of the outer diagonal screw is fixedly connected with the junction point of the pull rod and the falling protector through a bolt.
The outer diagonal screws and the inner diagonal steel wire ropes are layered, spaced and distributed in a crossed manner.
The beneficial effects of the utility model reside in that: because set up the installation support body and install on leaning on the support body to non-protruding roof beam slab layer side for set up the installation support body and constitute protection construction work platform in the non-protruding roof beam slab outer space of protruding roof beam slab below, solved the double flute steel attachment and have increased the problem that need carry out the waterproof construction process of stifled after first tie rod demolishs through first tie rod screw rod and the installation of non-cantilever beam section.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
in the figure: 1-protruding a beam slab layer; 2-a non-projecting beam slab layer; 11-a projecting beam panel; 3-a pull rod; 4-a falling protector; 5-a guide rail; 6-frame body; 61-erecting a mounting frame body; 7-a connecting rod; 8-inner inclined pull steel wire rope; and 9-outer oblique-pulling screw rod.
Detailed Description
The technical solution of the present invention is further described below, but the scope of the claimed invention is not limited to the described.
As shown in fig. 1.
The application discloses bulge beam slab support body construction mounting structure includes:
the protruding beam slab layer 1 is fixedly connected with the building body through reinforced concrete pouring, and a protruding beam slab 11 protrudes from the protruding beam slab layer 1;
the non-convex beam slab layer 2 is fixedly connected with the building body by using reinforced concrete pouring, and the non-convex beam slab layer 2 is positioned below the convex beam slab layer 1;
the pull rod 3 is fixed on the outer vertical surface of the non-convex beam slab layer 2 below the convex beam slab layer 1 through an expansion bolt, and the pull rod 3 protrudes from the non-convex beam slab layer 2 and is longer than the convex beam slab 11;
the falling protector 4 is fixedly connected with the pull rod 3 through a bolt, and the falling protector 4 can be lifted and fall to be matched with a scaffold body 6 of the scaffold through a guide rail 5;
the frame body 6 near the non-projecting beam slab layer 2 is provided with an erection frame body 61.
Because set up installation support body 61 and install on leaning on support body 6 to non-protruding roof beam slab layer 2 side for set up installation support body 61 and constitute protection construction work platform in the non-protruding roof beam slab layer 2 exterior space of protruding roof beam board 11 below, solved the double flute steel attachment and have increased the problem that first tie-beam screw rod need carry out the waterproof construction process of stifled after demolising through the installation of first tie-beam screw rod and non-cantilever beam section.
Still include connecting rod 7, set up installation support body 61 through connecting rod 7 and support body 6 fixed connection, connecting rod 7 both ends correspond and set up installation support body 61 and support body 6 fixed connection through the bolt.
Still draw wire rope 8 to one side including the interior that the slope distributes, interior draw wire rope 8 one end to one side through bolt fixed connection at connecting rod 7 and set up installation support body 61 and be connected intersection point department, draw wire rope 8 other end to one side through bolt fixed connection at connecting rod 7 and support body 6 and be connected intersection point department.
Still including the outer oblique screw rod 9 that draws that inclines to distribute, the outer oblique screw rod 9 one end of drawing is connected the intersection point department through bolt fixed connection at pull rod 3 and non-protruding roof beam slab layer 2, and the outer oblique screw rod 9 other end draws the intersection point department through bolt fixed connection at pull rod 3 and safety hook 4 connection.
The outer diagonal screws 9 and the inner diagonal steel wire ropes 8 are layered, spaced and distributed in a crossed manner.
Claims (8)
1. The utility model provides a bulge beam slab support body construction mounting structure which characterized in that includes:
the convex beam slab layer (1) is characterized in that a convex beam slab (11) is protruded on the convex beam slab layer (1);
the non-convex beam slab layer (2), the non-convex beam slab layer (2) is positioned below the convex beam slab layer (1);
the pull rod (3) is fixed on the outer vertical surface of the non-projecting beam slab layer (2) below the projecting beam slab layer (1), and the pull rod (3) projects from the non-projecting beam slab layer (2) and is longer than the projecting beam slab (11);
the falling protector (4) is fixedly connected with the pull rod (3), and the falling protector (4) can be lifted and fall to be matched with a scaffold body (6) of the scaffold through a guide rail (5);
an erection frame body (61) is arranged on the frame body (6) close to the non-protruding beam slab layer (2).
2. The projected beam slab frame construction installation structure of claim 1, wherein: the frame is characterized by further comprising a connecting rod (7), and the erection frame body (61) is fixedly connected with the frame body (6) through the connecting rod (7).
3. The projected beam slab frame construction installation structure of claim 2, wherein: the two ends of the connecting rod (7) are fixedly connected with the erection frame body (61) and the frame body (6) through bolts.
4. The projected beam slab frame construction installation structure of claim 2, wherein: also comprises an inner inclined drawing steel wire rope (8) which is distributed in an inclined way.
5. The projected beam slab frame construction installation structure of claim 4, wherein: interior cable-stay wire rope (8) one end is connected the intersection point department through bolt fixed connection at connecting rod (7) and set up installation support body (61), and interior cable-stay wire rope (8) other end is connected the intersection point department through bolt fixed connection at connecting rod (7) and support body (6).
6. The projected beam slab frame construction and installation structure of claim 4, wherein: also comprises an outer oblique-pulling screw rod (9) which is distributed in an inclined way.
7. The projected beam slab frame construction installation structure of claim 6, wherein: one end of the outer oblique-pulling screw rod (9) is fixedly connected with the connecting intersection point of the pull rod (3) and the non-convex beam plate layer (2) through a bolt, and the other end of the outer oblique-pulling screw rod (9) is fixedly connected with the connecting intersection point of the pull rod (3) and the falling protector (4) through a bolt.
8. The projected beam slab frame construction installation structure of claim 7, wherein: the outer oblique-pulling screw rods (9) and the inner oblique-pulling steel wire ropes (8) are layered, spaced and distributed in a crossed manner.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221632770.4U CN217602044U (en) | 2022-06-28 | 2022-06-28 | Construction and installation structure for convex beam slab frame body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221632770.4U CN217602044U (en) | 2022-06-28 | 2022-06-28 | Construction and installation structure for convex beam slab frame body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217602044U true CN217602044U (en) | 2022-10-18 |
Family
ID=83589629
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221632770.4U Active CN217602044U (en) | 2022-06-28 | 2022-06-28 | Construction and installation structure for convex beam slab frame body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217602044U (en) |
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2022
- 2022-06-28 CN CN202221632770.4U patent/CN217602044U/en active Active
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