CN215331474U - Large-section stiffened concrete beam bottom template supporting structure - Google Patents
Large-section stiffened concrete beam bottom template supporting structure Download PDFInfo
- Publication number
- CN215331474U CN215331474U CN202120749809.XU CN202120749809U CN215331474U CN 215331474 U CN215331474 U CN 215331474U CN 202120749809 U CN202120749809 U CN 202120749809U CN 215331474 U CN215331474 U CN 215331474U
- Authority
- CN
- China
- Prior art keywords
- piece
- auxiliary
- main body
- rotating
- supporting structure
- 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
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model provides a large-section stiffened concrete beam bottom template supporting structure, relates to the technical field of building construction, and aims to solve the problems that the supporting structure is not perfect when the existing supporting structure is used, accidents are easy to occur when construction is carried out, and splicing is inconvenient for constructors; the main body is of a rectangular structure, and auxiliary pieces which are uniformly arranged are arranged above the main body; a placing piece is arranged in the middle position above the main body; a rotating part is sleeved on the periphery of the limiting part at the top of the auxiliary part; a rotating member; the top of the rotating piece is provided with a fixing piece; a fixing member; the fixing piece is of a rectangular structure; placing the piece; the placing piece is of a rectangular structure. Through the mode that auxiliary member and connecting piece pass through the buckle formula of bowl and connect the installation, the staff can be more convenient when splicing is connected auxiliary member and connecting piece, makes it more reliable and more stable, and the bearing capacity is big in addition, safe and reliable, the characteristics of easily processing.
Description
Technical Field
The utility model belongs to the technical field of building construction, and particularly relates to a bottom formwork supporting structure of a large-section stiffened concrete beam.
Background
At present, the construction of the ultrahigh large-section stiffness batter post does not form a complete construction system of the system, construction enterprises organize and implement according to own technical strength, a mature construction method is not formed, the construction of the ultrahigh large-section stiffness batter post is generally carried out by technical personnel managed by field projects of the construction enterprises to compile a scheme, and after an examination and approval process, field operators are crossed to organize the construction.
For example, application No.: CN201010205823.X relates to a stiff concrete frame structure and a construction method thereof, wherein a frame column is cast by a core column steel rib and a peripheral column reinforced concrete structure into a whole, concrete is cast in the core column steel rib, and studs perpendicular to a steel rib surface are distributed on the periphery of the core column steel rib and embedded and fixed in the column reinforced concrete structure through the studs; the steel bars of the column reinforced concrete structure comprise vertical bars, column stirrups and draw hooks, beam main bars at the upper parts of beam-column joints are divided into penetrating beam main bars and column-beam-winding main bars, and when the column-beam-winding main bars at the upper parts of the beam-column joints wind core column steel ribs in the frame columns, the column-beam-winding main bars are outwards bent according to the gradient of 1: 6; the upper beam main reinforcement penetrates through a preformed hole on the core column steel rib in the frame column, and the end part of the lower beam main reinforcement is anchored into the column reinforced concrete structure or is bent upwards.
Based on discovery among the prior art, current prop up and establish the structure when using, the structure that supports is perfect inadequately, the accident appears easily when being under construction, constructor is not convenient for splice, and current prop up and establish the structure when using, is not convenient for adjust the height of die block, is not convenient for use.
Therefore, in view of the above, research and improvement are performed on the existing structure and defects, and a large-section stiffened concrete beam bottom formwork supporting structure is provided, so as to achieve the purpose of higher practical value.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problems, the utility model provides a large-section stiff concrete beam bottom formwork supporting structure, which aims to solve the problems that the supporting structure is not perfect enough when the existing supporting structure is used, accidents are easy to occur when construction is carried out, and the height of a bottom formwork is not convenient to adjust and the existing supporting structure is not convenient to use when the existing supporting structure is used.
The purpose and the effect of the large-section stiffened concrete beam bottom template supporting structure are achieved by the following specific technical means:
the utility model provides a big cross-section strength nature concrete beam bottom formwork erects structure which characterized in that: comprises a main body;
the main body is of a rectangular structure, and auxiliary pieces which are uniformly arranged are arranged above the main body; a placing piece is arranged in the middle position above the main body;
an auxiliary member; the auxiliary part is of a cylindrical structure, and a rotating part is sleeved on the periphery of a limiting part at the top of the auxiliary part;
a rotating member; the rotating piece is of a cylindrical structure; the top of the rotating piece is provided with a fixing piece;
a fixing member; the fixing piece is of a rectangular structure;
placing the piece; the placing piece is of a rectangular structure.
Further, the method comprises the following steps of; the main body includes:
the supporting plates are uniformly arranged on the top of the main body and are rectangular;
the control piece is installed on the front side and the rear side of the top of the main body and is of a rectangular structure.
Further, the method comprises the following steps of; the auxiliary member includes:
the locating part is installed at the top of the auxiliary part, the locating part is of a cylindrical structure, and threads are arranged on the periphery of the locating part.
Further, the method comprises the following steps of; the auxiliary member further includes:
the connecting piece, the connecting piece is installed through bowl knot formula connection to the auxiliary member, and the connecting piece is cylindrical structure.
Further, the method comprises the following steps of; the rotating member includes:
the rotating piece is provided with a rotating hole, the rotating hole is of a cylindrical structure, and threads are arranged inside the rotating hole; a stopper is inserted into the rotation hole.
Further, the method comprises the following steps of; the fixing member includes:
the fixing groove is formed in the top of the fixing piece and is of a U-shaped structure.
Further, the method comprises the following steps of; the placement member includes:
the limiting plate is installed at the top of the placing piece and is of a rectangular structure.
Compared with the prior art, the utility model has the following beneficial effects:
1. in the device, the auxiliary part is arranged, when the auxiliary part is used, the auxiliary part and the connecting part can be connected more conveniently and more conveniently in a bowl buckle type connecting and mounting mode through the auxiliary part and the connecting part, so that the auxiliary part and the connecting part can be more stable and reliable when being spliced by workers, and the auxiliary part has the characteristics of large bearing capacity, safety, reliability and easiness in processing;
2. in the present device, a rotary member is provided; rotate the rotating member, and then the rotating member will rotate through the screw thread that the locating part periphery was seted up, and then the rotating member will be the locating part periphery and rotate from top to bottom, and then the top is moved when the rotating member rotates the locating part top and is placed the piece and remove, and then places the piece and will reciprocate to the piece is placed in control and adjusts.
Drawings
Fig. 1 is a schematic front view of the present invention.
Fig. 2 is a schematic cross-sectional structure of the present invention.
Fig. 3 is an enlarged structural schematic view of the limiting member, the rotating member and the fixing member of the present invention.
In the drawings, the corresponding relationship between the component names and the reference numbers is as follows:
1. a main body; 101. a support plate; 102. a control member;
2. an auxiliary member; 201. a limiting member; 202. a connecting member;
3. a rotating member; 301. rotating the hole;
4. a fixing member; 401. fixing grooves;
5. placing the piece; 501. and a limiting plate.
Detailed Description
The embodiments of the present invention will be described in further detail with reference to the drawings and examples. The following examples are intended to illustrate the utility model but are not intended to limit the scope of the utility model.
In the description of the present invention, "a plurality" means two or more unless otherwise specified; the terms "upper", "lower", "left", "right", "inner", "outer", "front", "rear", "head", "tail", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are only for convenience in describing and simplifying the description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed in a particular orientation, and be operated, and thus, should not be construed as limiting the utility model. Furthermore, the terms "first," "second," "third," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "connected" and "connected" are to be interpreted broadly, e.g., as being fixed or detachable or integrally connected; can be mechanically or electrically connected; may be directly connected or indirectly connected through an intermediate. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Example (b):
as shown in figures 1 to 3:
the utility model provides a large-section stiffened concrete beam bottom template supporting structure, which comprises a main body 1; the main body 1 is of a rectangular structure, and auxiliary pieces 2 which are uniformly arranged are arranged above the main body 1; a placing piece 5 is arranged in the middle position above the main body 1; an auxiliary member 2; the auxiliary part 2 is a cylindrical structure, and the periphery of the limiting part 201 at the top of the auxiliary part 2 is sleeved with the rotating part 3; a rotating member 3; the rotating member 3 is of a cylindrical structure; the top of the rotating piece 3 is provided with a fixing piece 4; a fixing member 4; the fixing piece 4 is of a rectangular structure; a placement member 5; the placement member 5 has a rectangular structure.
Wherein, main part 1 includes: the supporting plates 101 are uniformly arranged on the top of the main body 1, and the supporting plates 101 are rectangular; the control parts 102 are arranged on the front side and the rear side of the top of the main body 1, the control parts 102 are rectangular structures, the supporting plate 101 is used for placing the auxiliary part 2 on the top, and the control parts 102 are used for placing a steel structure on the top; the auxiliary member 2 includes: the top of the auxiliary part 2 is provided with a limiting part 201, the limiting part 201 is of a cylindrical structure, and the periphery of the limiting part 201 is provided with threads; connecting piece 202, connecting piece 202 is installed through bowl knot formula connection to auxiliary member 2, and connecting piece 202 is cylindrical structure, and locating part 201 is used for fixing auxiliary member 2, and connecting piece 202 is used for spacing to rotating member 3.
Wherein, the rotating member 3 includes: a rotating hole 301, wherein the rotating hole 301 is formed in the rotating piece 3, the rotating hole 301 is of a cylindrical structure, and threads are arranged in the rotating hole 301; a limiting piece 201 is inserted into the rotating hole 301, and the rotating hole 301 is used for limiting the placing piece 5; the fixing member 4 includes: the fixing device comprises a fixing groove 401, wherein the fixing groove 401 is formed in the top of the fixing piece 4, the fixing groove 401 is of a U-shaped structure, and the fixing groove 401 is used for placing a steel structure on the top; the placement member 5 includes: limiting plate 501, place 5 tops of piece and install limiting plate 501, and limiting plate 501 is the rectangle structure, and limiting plate 501 is used for assisting to fix the steel construction.
In another embodiment, the auxiliary member 2 and the connecting member 202 may be connected in a disc type connection manner, so that the node design can be reasonable to ensure that the force of each rod member is transmitted through the center of the node, and the connection is firm and stable.
The specific use mode and function of the embodiment are as follows:
in the utility model, when the device is used, when the auxiliary part 2 is used, the auxiliary part 2 and the connecting part 202 are connected and installed through the bowl buckle type connection mode, when the working personnel splice, the auxiliary part 2 and the connecting part 202 can be more conveniently connected, so that the device is more stable and reliable, and has the characteristics of large bearing capacity, safety, reliability and easiness in processing, the rotating part 3 is rotated, further the rotating part 3 is rotated through threads arranged on the periphery of the limiting part 201, further the rotating part 3 is rotated up and down on the periphery of the limiting part 201, further the rotating part 3 is pushed against the placing part 5 to move when rotating to the top of the limiting part 201, further the placing part 5 is moved up and down, and further the placing part 5 is controlled to be adjusted.
The embodiments of the present invention have been presented for purposes of illustration and description, and are not intended to be exhaustive or limited to the utility model in the form disclosed. Many modifications and variations will be apparent to those of ordinary skill in the art. The embodiment was chosen and described in order to best explain the principles of the utility model and the practical application, and to enable others of ordinary skill in the art to understand the utility model for various embodiments with various modifications as are suited to the particular use contemplated.
Claims (4)
1. The utility model provides a big cross-section strength nature concrete beam bottom formwork erects structure which characterized in that: comprises a main body (1); the main body (1) is of a rectangular structure, and auxiliary pieces (2) which are uniformly arranged are arranged above the main body (1); a placing piece (5) is arranged in the middle position above the main body (1); an auxiliary member (2); the auxiliary part (2) is of a cylindrical structure, and the periphery of the limiting part (201) at the top of the auxiliary part (2) is sleeved with the rotating part (3) and the rotating part (3); the rotating piece (3) is of a cylindrical structure; the top of the rotating piece (3) is provided with a fixing piece (4); a fixing member (4); the fixing piece (4) is of a rectangular structure; a placement member (5); the placing piece (5) is of a rectangular structure.
2. The bottom formwork supporting structure for a large-section stiff concrete beam as claimed in claim 1, wherein: the main body (1) comprises: the supporting plates (101) are uniformly arranged at the top of the main body (1), and the supporting plates (101) are rectangular; the control part (102) is installed on the front side and the rear side of the top of the main body (1), and the control part (102) is of a rectangular structure.
3. The bottom formwork supporting structure for a large-section stiff concrete beam as claimed in claim 1, wherein: the auxiliary (2) comprises: the limiting piece (201) is installed at the top of the auxiliary piece (2), the limiting piece (201) is of a cylindrical structure, and threads are arranged on the periphery of the limiting piece (201).
4. The bottom formwork supporting structure for a large-section stiff concrete beam as claimed in claim 1, wherein: the auxiliary element (2) further comprises: the connecting piece (202), connecting piece (202) are installed through bowl knot formula connection to auxiliary member (2), and connecting piece (202) are cylindrical structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120749809.XU CN215331474U (en) | 2021-04-13 | 2021-04-13 | Large-section stiffened concrete beam bottom template supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120749809.XU CN215331474U (en) | 2021-04-13 | 2021-04-13 | Large-section stiffened concrete beam bottom template supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215331474U true CN215331474U (en) | 2021-12-28 |
Family
ID=79593629
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120749809.XU Expired - Fee Related CN215331474U (en) | 2021-04-13 | 2021-04-13 | Large-section stiffened concrete beam bottom template supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215331474U (en) |
-
2021
- 2021-04-13 CN CN202120749809.XU patent/CN215331474U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN210658968U (en) | Auxiliary fixing framework of frame column node core stirrup cage | |
| CN215331474U (en) | Large-section stiffened concrete beam bottom template supporting structure | |
| CN211873836U (en) | Support base of support pole setting | |
| CN210976603U (en) | Aluminum alloy template mosaic structure | |
| CN210562223U (en) | Slope protection template with arch framework | |
| CN216340823U (en) | Steel support for supporting vertical rod of steel pipe frame body on slope surface | |
| CN107381376B (en) | Device and method for hoisting by utilizing curtain wall embedded part | |
| CN215564447U (en) | Reinforcing die of windowsill coping template | |
| CN107419740B (en) | Steel bearing platform of beam-holding tower crane foundation and construction method thereof | |
| CN221298606U (en) | Fixed bolster for construction template | |
| CN219411306U (en) | Wall connection node structure | |
| CN112112055B (en) | Embedded part embedding device of large-scale cross-river bridge and construction method | |
| CN219316419U (en) | Shear force wall template bearing structure is built in room | |
| CN212900092U (en) | Assembled push pipe back | |
| CN113914613B (en) | Lantern frame capable of guaranteeing verticality of ultrahigh single-column and construction method thereof | |
| CN214530753U (en) | Reinforcing apparatus of tunnel construction large-tonnage supporting mechanism | |
| CN217079763U (en) | Steel construction rag bolt group wholly assembles construction system | |
| CN111042508A (en) | High-altitude overlong cantilever support member and construction method thereof | |
| CN217811923U (en) | Steel structure beam | |
| CN215717117U (en) | Novel detachable external scaffolding is wall spare even | |
| CN218114720U (en) | Elevator pre-installation elevator car structure | |
| CN215714654U (en) | Assembled template structure of bridge anticollision barrier | |
| CN209855216U (en) | Scaffold convenient to installation for curtain wall construction | |
| CN217076777U (en) | Tower crane attachment system for frame structure | |
| CN110424721A (en) | A kind of form bracing system and construction method |
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: 20211228 |