CN211850797U - Side wall unilateral bearing structure - Google Patents
Side wall unilateral bearing structure Download PDFInfo
- Publication number
- CN211850797U CN211850797U CN201921472094.7U CN201921472094U CN211850797U CN 211850797 U CN211850797 U CN 211850797U CN 201921472094 U CN201921472094 U CN 201921472094U CN 211850797 U CN211850797 U CN 211850797U
- Authority
- CN
- China
- Prior art keywords
- template
- side wall
- concrete layer
- supporting
- tripod
- 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.)
- Active
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to the technical field of formwork support, in particular to a side wall unilateral supporting structure, which comprises a formwork used for forming a side wall concrete layer and a steel structure truss used for supporting the formwork; the side wall concrete layer is poured between the wall body and the template, and the template and the steel structure truss are installed on the upper surface of the ground. The utility model has the characteristics of safe and reliable, atress are clear and definite etc, at first the sideline of playing on the wall body, the template of installing again, the template is for assembling the plank sheathing in advance, installs the steel construction truss hoist and mount after targetting in place again, and wherein, the tripod is as the frame part of supporting the template, recycles and increases the height and save as the part that increases in the different specifications, and the holistic work is accomplished to the side wall concrete layer of pouring again at last.
Description
Technical Field
The utility model relates to a formwork support technical field specifically is a side wall unilateral bearing structure.
Background
When carrying out the engineering construction, the thickness of wall body is high, the layer height is higher, make the lateral pressure that the concrete produced at the in-process of pouring great, consequently need utilize unilateral bearing structure to support, need have sufficient intensity, rigidity and stability, simultaneously because the wall body can't satisfy the space requirement of two-sided formwork, consequently adopt unilateral bearing structure mostly, and prior art's unilateral bearing structure adopts a plurality of bracing to strut usually, but there is the supporting strength low, take place to shift even collapse easily, thereby influence construction safety.
Therefore, in order to solve the above technical problems, it is necessary to provide a sidewall unilateral supporting structure to overcome the above-mentioned drawbacks of the prior art.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a side wall unilateral bearing structure to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme:
a side wall single-side supporting structure comprises a template used for forming a side wall concrete layer and a steel structure truss used for supporting the template;
the side wall concrete layer is poured between the wall body and the template, and the template and the steel structure truss are installed on the upper surface of the ground.
As a further aspect of the present invention: the steel structure truss comprises a frame body and an embedded part system.
As a further aspect of the present invention: the support body is including the tripod as the frame, the upper end of tripod is equipped with increases the festival, the outside of increasing the festival is equipped with the outrigger.
As a further aspect of the present invention: and a reinforcing steel pipe is arranged in the tripod.
As a further aspect of the present invention: the embedded part system comprises an anchor bolt, the anchor bolt is connected with an inner connecting rod through a connecting nut, and the top end of the inner connecting rod is connected with an outer connecting rod through a butterfly nut;
and the lower end of the butterfly nut is provided with a gasket and a pressing beam.
Compared with the prior art, the beneficial effects of the utility model are that:
the side wall unilateral supporting structure has the characteristics of safety, reliability, definite stress and the like, firstly, the side line is bounced on a wall body, then a template is installed, the template is a pre-assembled wood template, then a steel structure truss is hoisted in place and then installed, wherein a tripod is used as a frame part for supporting the template, a heightening section is used as a heightening part in different specifications, and finally, a side wall concrete layer is poured to complete the whole work.
Drawings
In order to illustrate the technical solutions in the embodiments of the present invention more clearly, the drawings that are needed in the description of the embodiments or the prior art will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention.
Fig. 1 is a schematic structural diagram of a sidewall one-side support structure.
Fig. 2 is a schematic structural diagram of an embedded part system in a side wall single-side support structure.
In the figure: 1-wall body, 2-formwork, 3-ground, 4-tripod, 5-heightening joint, 6-cantilever beam, 7-reinforced steel pipe, 8-side wall concrete layer, 9-embedded part system, 10-foundation bolt, 11-connecting nut, 12-pressing beam, 13-gasket, 14-butterfly nut, 15-outer connecting rod and 16-inner connecting rod.
Detailed Description
In order to make the technical problem, technical solution and advantageous effects to be solved by the present invention more clearly understood, the following description is given in conjunction with the accompanying drawings and embodiments to illustrate the present invention in further detail. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
Example 1
Referring to fig. 1-2, in an embodiment of the present invention, a side wall unilateral supporting structure includes a formwork 2 for forming a side wall concrete layer 8 and a steel truss for supporting the formwork 2; the side wall concrete layer 8 is poured between the wall body 1 and the template 2, and the template 2 and the steel structure truss are installed on the upper surface of the ground 3.
The side wall unilateral supporting structure has the advantages of being safe, reliable, definite in stress and the like, firstly, the side line is bounced on the wall body 1, then the template 2 is installed, the template 2 is a pre-assembled wood template, then the steel structure truss is installed after being hoisted in place, and finally, the side wall concrete layer 8 is poured to complete the whole work.
Further, the steel structure truss comprises a frame body and an embedded part system 9.
Further, the support body includes tripod 4 as the frame, the upper end of tripod 4 is equipped with increases festival 5, the outside of increasing festival 5 is equipped with outrigger 6.
The tripod 4 is used as a main component in the frame body, is used as a frame component for supporting the template 2, and is used as a heightening part in different specifications by utilizing the heightening joint 5.
Specifically, a reinforcing steel pipe 7 is installed in the tripod 4.
The stability of the support is improved by the reinforcing steel tube 7.
Example 2
Referring to fig. 1-2, in another embodiment provided by the present invention, the embedded part system 9 includes an anchor bolt 10, the anchor bolt 10 is connected to an inner connecting rod 16 through a connecting nut 11, and the top end of the inner connecting rod 16 is connected to an outer connecting rod 15 through a butterfly nut 14; the lower end of the butterfly nut 14 is provided with a gasket 13 and a pressing beam 12.
The embedded part system 9 serves as a supporting system and has the function of fixing the template 2, the foundation bolts 10 are embedded in the ground 3 at an angle of 45 degrees, and the frame body is pulled through the outer connecting rod 15.
In the description of the present invention, unless otherwise expressly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
The above description is only exemplary of the present invention and should not be taken as limiting the scope of the present invention, as any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention are intended to be included within the scope of the present invention.
Claims (1)
1. A side wall unilateral supporting structure is characterized by comprising a template (2) used for forming a side wall concrete layer (8) and a steel structure truss used for supporting the template (2);
the side wall concrete layer (8) is poured between the wall body (1) and the template (2), and the template (2) and the steel structure truss are installed on the upper surface of the ground (3);
the steel structure truss comprises a frame body and an embedded part system (9);
the frame body comprises a tripod (4) serving as a frame, the upper end of the tripod (4) is provided with a heightening joint (5), and the outer side of the heightening joint (5) is provided with a cantilever beam (6);
a reinforcing steel pipe (7) is arranged in the tripod (4);
the embedded part system (9) comprises an anchor bolt (10), the anchor bolt (10) is connected with an inner connecting rod (16) through a connecting nut (11), and the top end of the inner connecting rod (16) is connected with an outer connecting rod (15) through a butterfly nut (14);
the lower end of the butterfly nut (14) is provided with a gasket (13) and a pressing beam (12).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201921472094.7U CN211850797U (en) | 2019-09-05 | 2019-09-05 | Side wall unilateral bearing structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201921472094.7U CN211850797U (en) | 2019-09-05 | 2019-09-05 | Side wall unilateral bearing structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN211850797U true CN211850797U (en) | 2020-11-03 |
Family
ID=73129778
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201921472094.7U Active CN211850797U (en) | 2019-09-05 | 2019-09-05 | Side wall unilateral bearing structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN211850797U (en) |
-
2019
- 2019-09-05 CN CN201921472094.7U patent/CN211850797U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102733606B (en) | The construction method of High Large Cantilever structure | |
CN202577934U (en) | Screw thread wall-connection member of scaffold and building | |
CN108412128A (en) | A kind of connection structure of steel core concrete column | |
CN101906754B (en) | Rigid connection method for steel beam and concrete pier | |
CN102900024A (en) | Overturning die plate for large-scale concrete structure and using method for overturning die plate | |
CN207268073U (en) | Novel flexible formwork bearing frame | |
CN103615111A (en) | Silo top construction method | |
CN101806107A (en) | Side column connecting node of thin steel plate shear wall | |
CN103122691A (en) | Tower crane standard knot bearing upper air supporting formwork steel platform structure and construction method | |
CN101906870A (en) | Suspended scaffolding | |
CN201347558Y (en) | Ring-shaped bracing structure system of deep and large foundation pit | |
CN211850797U (en) | Side wall unilateral bearing structure | |
CN107023020B (en) | Horizontal internal support system of deep foundation pit assembled type combined steel structure and construction method thereof | |
CN203160540U (en) | Novel precast column | |
CN218912214U (en) | Overlength attaches wall conversion support | |
CN102071745B (en) | Stylobate joint of framework column | |
WO2023035863A1 (en) | Large-span transfer truss-shear wall structure and construction process | |
CN204715362U (en) | A kind of deep foundation ditch embedded column base bracing frame | |
CN210216491U (en) | Easily build formula tower crane foundation structure | |
CN103938908A (en) | Silo top slip-form lifting construction method adopting spatial horizontal supporting system | |
CN209974169U (en) | Swing arm tower machine beam climbing device | |
CN210289075U (en) | Adjustable elevator shaft operating platform system that can have enough to meet need | |
CN102900096A (en) | Fabricated tower footing | |
CN112609979A (en) | Wall connecting piece erecting method for connecting ultrahigh external frame of external wall | |
CN206476671U (en) | Attachment device of tower crane |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |