CN211647379U - Interim device of dysmorphism component installation - Google Patents
Interim device of dysmorphism component installation Download PDFInfo
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- CN211647379U CN211647379U CN201921724738.7U CN201921724738U CN211647379U CN 211647379 U CN211647379 U CN 211647379U CN 201921724738 U CN201921724738 U CN 201921724738U CN 211647379 U CN211647379 U CN 211647379U
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- anchor rod
- connecting plate
- transverse connecting
- steel column
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Abstract
The utility model discloses an interim device of dysmorphism component installation, include: the transverse connecting plate, the stiffening plate, the anchor rods and the self-locking nuts; the transverse connecting plate is horizontally arranged on the outer side of the steel column to be fixed in the transverse direction, and the inner side edge of the transverse connecting plate is a welding edge fixedly connected with the steel column; a stiffening plate is fixedly arranged on the transverse connecting plate, and the inner side edge of the stiffening plate is a welding edge fixedly connected with the steel column; a plurality of anchor rod through holes are transversely arranged on the transverse connecting plate; each anchor rod is vertically arranged, a thread section arranged at the upper end of each anchor rod is inserted into a corresponding anchor rod through hole on the transverse connecting plate, and a self-locking nut for fixedly connecting the anchor rod with the transverse connecting plate is arranged at the upper end of each anchor rod; the bottom end of each anchor rod is a bent foot supporting structure, and the bottom of each bent foot supporting structure is a welding surface fixedly welded with an embedded part at the bottom of the steel column. The device utilizes the ability that the straightness and the tensile drawing of high strength of the rotatory adjustable steel column of stock screw thread are prevented, provides interim support for the steel column.
Description
Technical Field
The utility model relates to a steel construction installation field especially relates to an interim device of dysmorphism component installation.
Background
In steel structure buildings, the steel structure is more and more complex along with higher requirements on modeling and functions. In order to meet the structural safety, steel columns with column bases in the form of pin shafts are increasingly widespread. Along with the influence of different structural forms and complicated construction environments of the steel column, the construction method for fixing the steel column by adopting the traditional guy rope has higher difficulty and cannot ensure the installation precision.
SUMMERY OF THE UTILITY MODEL
Based on the problem that prior art exists, the utility model aims at providing an interim device of dysmorphism component installation, the construction method degree of difficulty that can solve traditional cable wind rope fixed knot structural style difference and complicated steel column is great, and can't guarantee the problem of installation accuracy.
The utility model aims at realizing through the following technical scheme:
the utility model discloses embodiment provides an interim device of dysmorphism component installation, include:
the transverse connecting plate, a plurality of anchor rods and stiffening plates; wherein the content of the first and second substances,
the transverse connecting plate is horizontally arranged on the outer side of the steel column to be fixed in the transverse direction, and the inner side edge of the transverse connecting plate is a welding edge fixedly connected with the steel column;
the transverse connecting plate is fixedly provided with the stiffening plate, and the inner side edge of the stiffening plate is a welding edge fixedly connected with the steel column;
a plurality of anchor rod through holes are transversely arranged on the transverse connecting plate;
each anchor rod is vertically arranged, the upper end of each anchor rod is inserted into the corresponding anchor rod through hole in the transverse connecting plate, and the upper end of each anchor rod is provided with a bolt for fixedly connecting the anchor rod with the transverse connecting plate;
the bottom end of each anchor rod is a bent foot structure, and the bottom of each bent foot structure is a welding surface fixedly welded with the embedded part at the bottom of the steel column.
By the foregoing the utility model provides a technical scheme can see out, the embodiment of the utility model provides an interim device of dysmorphism component installation, its beneficial effect is:
a plurality of anchor rods with bent foot structures at the bottoms are vertically arranged on the transverse connecting plate, so that a special-shaped member mounting temporary device with the upper portion fixedly connected with a mounted member and the bottom supported on an embedded part is formed, and the tool is a tool measure for changing a hinged joint into a rigid joint by utilizing the anchor rods to vertically fix a steel column. The device is nimble easy, and convenient operation can adjust according to the different condition of structure, has effectively solved the problem that the installation accuracy of opposite sex steel column is low, mobile steel column temporary fixation measure complexity, and extensive applicability is extensive.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly described below, and it is obvious that the drawings in the description below are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural diagram of a temporary special-shaped component installation device provided by an embodiment of the present invention;
fig. 2 is a schematic side view of a temporary special-shaped component installation device according to an embodiment of the present invention;
the reference numbers in the figures are: 1-steel column; 2-a stiffening plate; 3-self-locking nut; 4-transverse connection plate; 5-anchor rod; 6-angle steel; 7-embedded parts.
Detailed Description
The technical solutions in the embodiments of the present invention are clearly and completely described below with reference to the 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 embodiment of 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. Details not described in the embodiments of the present invention belong to the prior art known to those skilled in the art.
As shown in fig. 1 and 2, the embodiment of the utility model provides a temporary device for installing special-shaped component can be used for the installation of steel column, include:
the transverse connecting plate, the stiffening plate, the anchor rods and the self-locking nuts; wherein the content of the first and second substances,
the transverse connecting plate is horizontally arranged on the outer side of the steel column to be fixed in the transverse direction, and the inner side edge of the transverse connecting plate is a welding edge fixedly connected with the steel column;
the transverse connecting plate is fixedly provided with the stiffening plate, and the inner side edge of the stiffening plate is a welding edge fixedly connected with the steel column;
a plurality of anchor rod through holes are transversely arranged on the transverse connecting plate;
each anchor rod is vertically arranged, a thread section arranged at the upper end of each anchor rod is inserted into a corresponding anchor rod through hole in the transverse connecting plate, and a self-locking nut for fixedly connecting each anchor rod with the transverse connecting plate is arranged at the upper end of each anchor rod;
the bottom end of each anchor rod is a bent foot supporting structure, and the bottom of each bent foot supporting structure is a welding surface fixedly welded with the embedded part at the bottom of the steel column. Preferably, the welding surface of the bottom of each bent foot supporting structure is welded with the embedded part by adopting double-sided fillet welding.
In the device, at least two stiffening plates are fixedly connected to the upper surface of the transverse connecting plate in parallel.
In the device, the bottom end of each anchor rod is a right-angle bent foot supporting structure. Can be better supported on the embedded part.
In the device, the transverse connecting plate is a rectangular steel plate.
The above device further comprises: and the angle steel fixing pieces are welded and fixed between the embedded parts and the positioned steel columns.
The utility model discloses a device is one kind and utilizes the stock to carry out vertical fixed frock measure that becomes articulated node rigid coupling node to the steel column. The device is nimble easy, and convenient operation can adjust according to the different condition of structure, has effectively solved the problem that the installation accuracy of opposite sex steel column is low, mobile steel column temporary fixation measure complexity, and extensive applicability is extensive.
Embodiments of the present invention will be described in further detail below with reference to the accompanying drawings.
As shown in fig. 1 and 2, the device is generally provided in three or more groups of schematic combination drawings, which are respectively arranged on each side of the bottoms of different installed steel columns. Each group of devices comprises a plurality of anchor rods, self-locking nuts, transverse connecting plates, stiffening plates, angle steel and other parts, and during use, the lateral force of the steel column is transmitted to the embedded parts through the anchor rods and the angle steel to limit the movement of the steel column. After the steel column is hoisted in place and the horizontal position is determined to be correct, welding of the bottom of the anchor rod and the transverse connecting plate is completed, a supporting foundation is provided, meanwhile, the perpendicularity of the steel column can be adjusted by rotating the self-locking nut at the top of the anchor rod, and after all verification is completed, welding of angle steel on the other two sides is completed. The specific installation process is as follows: and welding an anchor rod connecting plate at the designed position of the bottom of the steel column in the steel column assembling stage, hoisting the steel column to a corresponding position by adopting a truck crane, installing an anchor rod and angle steel, welding the bottom of the anchor rod and the angle steel after the measurement and the positioning are correct, loosening a hook of the truck crane, and re-measuring the verticality of the steel column to complete the installation of the steel column.
The utility model discloses a device, at least specifically following beneficial effect:
(1) the construction is simple, and the installation time is saved;
reducing steel column installation time, through the limiting displacement of stock at the hoist and mount in-process, need not to adjust repeatedly through the chain block again, the welding volume is little simultaneously, saves installation cycle.
(2) The field is saved, and the space limit is broken through;
can reach the steel column completely independent support through the device, need not to pull again and establish interim fixed measures such as cable wind rope, save the construction site greatly, avoid with other unit measures conflict problems such as scaffold frame.
The device utilizes the ability that the straightness and the tensile drawing of high strength of the rotatory adjustable steel column of stock screw thread are prevented, provides interim support for the steel column. The device has simple construction and strong controllability, and can be adjusted according to different situations on site.
The above description is only for the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any changes or substitutions that can be easily conceived by those skilled in the art within the technical scope of the present invention are all covered by the protection scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.
Claims (5)
1. A profile member installation aid, comprising:
the transverse connecting plate, the stiffening plate, the anchor rods and the self-locking nuts; wherein the content of the first and second substances,
the transverse connecting plate is horizontally arranged on the outer side of the steel column to be fixed in the transverse direction, and the inner side edge of the transverse connecting plate is a welding edge fixedly connected with the steel column;
the transverse connecting plate is fixedly provided with the stiffening plate, and the inner side edge of the stiffening plate is a welding edge fixedly connected with the steel column;
a plurality of anchor rod through holes are transversely arranged on the transverse connecting plate;
each anchor rod is vertically arranged, a thread section arranged at the upper end of each anchor rod is inserted into a corresponding anchor rod through hole in the transverse connecting plate, and a self-locking nut for fixedly connecting each anchor rod with the transverse connecting plate is arranged at the upper end of each anchor rod;
the bottom end of each anchor rod is a bent foot supporting structure, and the bottom of each bent foot supporting structure is a welding surface fixedly welded with the embedded part at the bottom of the steel column.
2. A profile element installation temporary device according to claim 1, characterised in that said stiffening plates are at least two and are fixedly attached side by side to the upper surface of said transverse connection plate.
3. A profile element installation temporary device according to claim 1 or 2, wherein the bottom end of each anchor rod is a right angle bent foot support structure.
4. Profile-member mounting temporary arrangement according to claim 1 or 2, characterized in that the transverse web is a rectangular steel plate.
5. A profile member mounting temporary device according to claim 1 or 2, further comprising: and the angle steel fixing pieces are welded and fixed between the embedded parts and the positioned steel columns.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2019208620462 | 2019-06-10 | ||
| CN201920862046 | 2019-06-10 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211647379U true CN211647379U (en) | 2020-10-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921724738.7U Active CN211647379U (en) | 2019-06-10 | 2019-10-15 | Interim device of dysmorphism component installation |
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| CN (1) | CN211647379U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113530338A (en) * | 2021-08-02 | 2021-10-22 | 重庆大学 | Self-resetting concrete column with additional replaceable damper and steel pipe concrete structure |
-
2019
- 2019-10-15 CN CN201921724738.7U patent/CN211647379U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113530338A (en) * | 2021-08-02 | 2021-10-22 | 重庆大学 | Self-resetting concrete column with additional replaceable damper and steel pipe concrete structure |
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