CN220644380U - Fitting for adjusting deviation of modularized steel structure ground beam - Google Patents
Fitting for adjusting deviation of modularized steel structure ground beam Download PDFInfo
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- CN220644380U CN220644380U CN202322024197.XU CN202322024197U CN220644380U CN 220644380 U CN220644380 U CN 220644380U CN 202322024197 U CN202322024197 U CN 202322024197U CN 220644380 U CN220644380 U CN 220644380U
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- piece
- leveling
- fitting
- steel structure
- floor beam
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 32
- 239000010959 steel Substances 0.000 title claims abstract description 32
- 230000003014 reinforcing effect Effects 0.000 claims description 11
- 239000000126 substance Substances 0.000 claims description 4
- 230000002787 reinforcement Effects 0.000 claims description 2
- 239000003351 stiffener Substances 0.000 claims 2
- 238000010276 construction Methods 0.000 abstract description 7
- 239000000463 material Substances 0.000 abstract description 6
- 238000000034 method Methods 0.000 abstract description 4
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 238000007788 roughening Methods 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model belongs to the technical field of building construction, and provides a fitting for adjusting deviation of a modularized steel structure ground beam, which comprises a fixing piece, a leveling piece and a connecting piece; the fixing piece is fixed on one side surface of the ground beam through the connecting piece; one end of the leveling piece is fixed on the other side face of the ground beam through the connecting piece, the other end of the leveling piece is matched with the fixing piece in a clamping mode, and the connecting piece used for connecting the fixing piece and the leveling piece is further arranged at the clamping matching position. The leveling piece with different thickness is arranged according to the vertical error condition in order to correct deviation when the deviation of the horizontal position of the ground beam is overlarge, so that the modular steel structure is stably installed around. The method has the advantages that concrete does not need to be poured again, so that the construction period is saved, errors can be controlled to a great extent, and time cost and material cost are reduced.
Description
Technical Field
The utility model belongs to the technical field of building construction, and particularly relates to a fitting for adjusting deviation of a modularized steel structure ground beam.
Background
The foundation of the existing modularized steel structure house is mostly a concrete cushion layer or a raft foundation of reinforcement integrally poured in a large area, a considerable part of buildings also adopt pouring ground beams as the foundation, and then the modularized steel structure house is directly placed on the upper part of the ground beams. In some emergency projects, projects with short construction period or more cross operations, the construction site is often rough construction, larger errors are easily caused in the cast-in-place ground beam, when the errors in the horizontal direction are overlarge, four corners of the modularized steel structure cannot be stably placed on the ground beam, and the horizontal direction of the ground beam needs to be adjusted at the moment. Conventionally, concrete is re-poured by re-formwork and then roughening the offset location. The method has the advantages of long construction period, large material consumption, high time cost and high material cost.
Disclosure of Invention
In order to overcome the above-mentioned drawbacks of the prior art, it is an object of the present utility model to provide a fitting for adjusting the deflection of a modular steel structure floor beam.
The technical scheme adopted for solving the technical problems is as follows:
a fitting for adjusting the deflection of a modular steel structural floor beam, comprising:
the fixing piece, the leveling piece and the connecting piece;
the fixing piece is fixed on one side surface of the ground beam through the connecting piece;
one end of the leveling piece is fixed on the other side face of the ground beam through the connecting piece, the other end of the leveling piece is matched with the fixing piece in a clamping mode, and the connecting piece used for connecting the fixing piece and the leveling piece is further arranged at the clamping matching position.
Preferably, the fixing piece comprises a first fixing connecting plate, a second fixing connecting plate and a fixing reinforcing plate, wherein the first fixing connecting plate is vertically connected with the second fixing connecting plate, and the fixing reinforcing plate is respectively connected with the first fixing connecting plate and the second fixing connecting plate.
Preferably, the number of the fixing reinforcing plates is more than two and the fixing reinforcing plates are arranged in parallel.
Preferably, the shape of the fixing reinforcing plate is triangular.
Preferably, the first fixed connection plate is fixedly connected with one side surface of the ground beam through the connecting piece, and the second fixed connection plate is fixedly connected with the other end of the leveling piece through the connecting piece.
Preferably, a clamping groove is formed in the first fixed connecting plate, and a clamping head which is embedded with the clamping groove is arranged at the other end of the leveling piece.
Preferably, the cross sections of the clamping groove and the clamping head are dovetail-shaped.
Preferably, the connecting piece at the connecting part of the fixing piece and the ground beam is an expansion bolt piece, and the connecting piece at the connecting part of the fixing piece and the leveling piece is an expansion bolt piece.
Preferably, the connecting piece at the joint of the leveling piece and the ground beam is a chemical anchor bolt.
Preferably, the leveling member comprises a plurality of leveling steel plates which are arranged in a vertically stacked mode, and the leveling steel plates are connected with each other through connecting bolts.
Compared with the prior art, the utility model has the beneficial effects that:
the fitting for adjusting deviation of the modularized steel structure ground beam is used for correcting deviation when the deviation of the horizontal position of the ground beam is overlarge, leveling pieces with different thicknesses are arranged according to the vertical error condition, and stable installation of the periphery of the modularized steel structure is guaranteed. The method has the advantages that concrete does not need to be poured again, so that the construction period is saved, errors can be controlled to a great extent, and time cost and material cost are reduced.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings required for the description of the embodiments will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present utility model, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 is a front view of the present utility model.
Fig. 2 is a side view of the present utility model.
Fig. 3 is a top view of the present utility model.
Wherein:
the device comprises a first fixed connecting plate, a second fixed connecting plate, a 3-fixed reinforcing plate, a 4-ground beam, a 5-leveling piece, a 6-expansion bolt, a 7-chemical anchor bolt, an 8-clamping groove and a 9-clamping head.
Detailed Description
In order that the above-recited objects, features and advantages of the present utility model will be more clearly understood, a more particular description of the utility model will be rendered by reference to the appended drawings and appended detailed description. In addition, embodiments of the present application and features of the embodiments may be combined with each other without conflict. In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present utility model, and the described embodiments are merely some, rather than all, embodiments of the present utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the present utility model without making any inventive effort, are intended to fall within the scope of the present utility model.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this utility model belongs. The terminology used herein in the description of the utility model is for the purpose of describing particular embodiments only and is not intended to be limiting of the utility model.
Examples:
as shown in fig. 1-3, in this embodiment, there is provided a fitting for adjusting the misalignment of a modular steel structure floor beam, comprising:
the fixing piece, the leveling piece 5 and the connecting piece;
wherein the mounting includes first fixed connection board 1, second fixed connection board 2 and fixed reinforcing plate 3, first fixed connection board 1 is connected with second fixed connection board 2 looks perpendicular, fixed reinforcing plate 3 is connected with first fixed connection board 1, second fixed connection board 2 respectively, fixed reinforcing plate 3 is in order to promote the joint strength between first fixed connection board 1 and the second fixed connection board 2, can set up more than two and parallel arrangement, the shape of fixed reinforcing plate 3 can be triangle-shaped, but save material when guaranteeing to connect reinforced structure in triangle-shaped's structure.
The flow during use is as follows:
firstly, measuring and paying off, and determining an error value existing in the cast-in-situ ground beam.
Secondly, determining the position of the holes of the ground beam according to the actual errors of the vertical and horizontal directions of the ground beam, and punching one side surface of the ground beam, wherein the above holes are used for being connected with a fixing piece, and the number of the common holes is 4.
The fixing element is again mounted and the second fixing web 2 of the fixing element is connected by means of a connecting element, in this embodiment by means of expansion bolts 6, engaging with holes in the ground beam and being connected to a side of the ground beam 4.
Finally, according to the perpendicularity deviation, a leveling piece 5 with proper thickness is selected. The other end of the leveling piece 5 is matched with the first fixed connecting plate 1 through a clamping and matching structure, then is connected with the first fixed connecting plate 1 through an expansion bolt 6, and is connected with the other side face of the ground beam through a chemical anchor bolt 7.
In this embodiment, the structure of the snap fit includes a clamping groove 8 provided on the first fixing connection board 1 and a clamping head 9 provided on the leveling member 5, wherein the cross sections of the clamping groove 8 and the clamping head 9 are dovetail-shaped. The clamping and matching structure is used for enhancing the fastening and reliability of connection between the clamping and matching structure and is convenient for the convenience of operation of fixedly connecting the fixing piece and the leveling piece 5 through the connecting piece after the fixing piece and the leveling piece are matched and positioned in advance.
For the operation of selecting the leveling member 5 with a proper thickness, in this embodiment, the leveling member 5 includes a plurality of leveling steel plates stacked up and down, and the plurality of leveling steel plates are connected to each other by connecting bolts, so that a corresponding number of leveling steel plates can be selected according to the requirement of the thickness.
To sum up, the fitting for adjusting the deviation of the modularized steel structure ground beam is used for correcting deviation when the deviation of the horizontal position of the ground beam is overlarge, and leveling pieces 5 with different thicknesses are arranged according to the vertical error condition, so that the modularized steel structure is guaranteed to be stably installed around. The method has the advantages that concrete does not need to be poured again, so that the construction period is saved, errors can be controlled to a great extent, and time cost and material cost are reduced.
The present utility model is not limited to the preferred embodiments, and any modifications, equivalent variations and modifications made to the above embodiments according to the technical principles of the present utility model are within the scope of the technical proposal of the present utility model.
Claims (10)
1. A fitting for adjusting the deflection of a modular steel structural floor beam, comprising:
the fixing piece, the leveling piece and the connecting piece;
the fixing piece is fixed on one side surface of the ground beam through the connecting piece;
one end of the leveling piece is fixed on the other side face of the ground beam through the connecting piece, the other end of the leveling piece is matched with the fixing piece in a clamping mode, and the connecting piece used for connecting the fixing piece and the leveling piece is further arranged at the clamping matching position.
2. The fitting for adjusting deflection of a modular steel structure floor beam of claim 1, wherein the securing member comprises a first securing web, a second securing web, and a securing stiffener, the first securing web being vertically connected to the second securing web, the securing stiffener being connected to the first securing web and the second securing web, respectively.
3. The fitting for adjusting the offset of a modular steel structure floor beam of claim 2, wherein the number of fixed reinforcing plates is two or more and are disposed parallel to each other.
4. The fitting for adjusting the deflection of a modular steel structure floor beam of claim 2, wherein the fixed reinforcement plate is triangular in shape.
5. The fitting for adjusting the misalignment of a modular steel structure floor beam of claim 2, wherein the first fixed connection plate is fixedly connected to one side of the floor beam by the connection member and the second fixed connection plate is fixedly connected to the other end of the leveling member by the connection member.
6. The fitting for adjusting deviation of a modular steel structure floor beam according to claim 2, wherein a clamping groove is formed in the first fixed connecting plate, and a clamping head which is embedded with the clamping groove is arranged at the other end of the leveling piece.
7. The fitting for adjusting deflection of a modular steel structure floor beam of claim 6, wherein said clamping groove and clamp have a dovetail cross-section.
8. The fitting for adjusting the misalignment of a modular steel structure floor beam of claim 1, wherein the connection of the fixture to the floor beam is an expansion bolt and the connection of the fixture to the leveling member is an expansion bolt.
9. The fitting for adjusting the misalignment of a modular steel structure floor beam of claim 1, wherein the connection of the leveling member to the floor beam is a chemical anchor.
10. The fitting for adjusting deflection of a modular steel structure floor beam of claim 1, wherein said leveling member comprises a plurality of leveling steel plates arranged in a stacked manner up and down, a plurality of said leveling steel plates being interconnected by connecting bolts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322024197.XU CN220644380U (en) | 2023-07-28 | 2023-07-28 | Fitting for adjusting deviation of modularized steel structure ground beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322024197.XU CN220644380U (en) | 2023-07-28 | 2023-07-28 | Fitting for adjusting deviation of modularized steel structure ground beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220644380U true CN220644380U (en) | 2024-03-22 |
Family
ID=90267060
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322024197.XU Active CN220644380U (en) | 2023-07-28 | 2023-07-28 | Fitting for adjusting deviation of modularized steel structure ground beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220644380U (en) |
-
2023
- 2023-07-28 CN CN202322024197.XU patent/CN220644380U/en active Active
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