CN204040496U - A kind of steel column temporary fixing structure - Google Patents
A kind of steel column temporary fixing structure Download PDFInfo
- Publication number
- CN204040496U CN204040496U CN201420358481.9U CN201420358481U CN204040496U CN 204040496 U CN204040496 U CN 204040496U CN 201420358481 U CN201420358481 U CN 201420358481U CN 204040496 U CN204040496 U CN 204040496U
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- plate
- hoop
- steel column
- junction
- hoop plate
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Abstract
The utility model discloses a kind of steel column temporary fixing structure, comprise shape adaptation and bind round plate and one second hoop plate at least one first of described steel column outer cylinder, first hoop plate and the second both sides of binding round plate are respectively equipped with the first junction plate, and make the first hoop plate and the second hoop plate hoop be located on steel column outer cylinder by being fixedly connected with the first junction plate, first hoop plate and the second bottom of binding round plate are respectively equipped with the second junction plate, second junction plate is fixedly connected on architecture basics, thus by the first hoop plate, the steel column that second hoop plate and hoop are located in the first hoop plate and the second hoop plate is fixed on architecture basics.Adopt the first hoop plate and the second hoop plate banding steel column, then fixed by the second junction plate bottom the first hoop plate and the second hoop plate and architecture basics, thus steel column is fixed on architecture basics firmly, replace earth anchor and cable rope, simple to operate, sound construction.
Description
Technical field
The utility model relates to the realm of building construction, particularly relates to a kind of steel column temporary fixing structure.
Background technology
In steel work band slippage installing engineering, as individual layer large-span steel coal canopy, construction process is the installation first carrying out steel column and roof structure in lifting region, after sliding element has lifted, adopts sliding technology to complete the installation of structure.But in the structure hoisting stage, need between steel column and basis to take temporary fixed measure.
Traditional method of temporarily fixing is: after steel column hoisted in position, by establishing earth anchor to add cable rope, it is temporary fixed, and it is manually more that this method amount of high-altitude operation expends greatly, and it is low that earth anchor and cable rope have enough to meet the need utilization rate, therefore uneconomical practicality.Particularly conventional method is higher to site requirements, and as constructed existing railway line, high-voltage line, temporary fixed the causing in the environment of difficulty of periphery obstruction to structure, conventional method even cannot be implemented.
Utility model content
Technical problem to be solved in the utility model be to provide a kind of make simple, peace is torn open conveniently, economical and practical, low to site requirements steel column temporary fixing structure.
For realizing above-mentioned technique effect, the utility model discloses a kind of steel column temporary fixing structure, for described steel column is fixed on architecture basics, described temporary fixing structure comprises shape adaptation and binds round plate and one second hoop plate at least one first of described steel column outer cylinder, described first hoop plate and the described second both sides of binding round plate are respectively equipped with the first junction plate, and make described first hoop plate and described second hoop plate hoop be located on described steel column outer cylinder by being fixedly connected with described first junction plate, described first hoop plate and the described second bottom of binding round plate are respectively equipped with the second junction plate, described second junction plate is fixedly connected on described architecture basics, thus by described first hoop plate, the steel column that described second hoop plate and hoop are located in described first hoop plate and described second hoop plate is fixed on described architecture basics.
The utility model is owing to have employed above technical scheme, making it have following beneficial effect is: adopt the first hoop plate and the second hoop plate banding steel column, fixed by the second junction plate bottom the first hoop plate and the second hoop plate and architecture basics again, thus steel column is fixed on architecture basics firmly, replace earth anchor and cable rope, simple to operate, sound construction.Whole post boots adopt assembling syndeton, and can have enough to meet the need use, post boots simple installation, Stability Analysis of Structures, substantially increases the efficiency of construction that steel column is temporary fixed.
The utility model further improves and is, described second junction plate is secured by bolts on a support baseboard, and described support baseboard is fixed on described architecture basics by stone bolt, and is provided with cushion block between described architecture basics and described support baseboard.Support baseboard is adopted to connect temperature pier structure, the bottom stationarity of temperature pier structure can be improved, not only increase bonding strength between support baseboard and architecture basics by erection cushion block, can also be used for regulating the height of support baseboard, and then the height of adjustment steel column.
The utility model further improves and is, described second junction plate and described first binds round plate and described second and binds round between plate and be provided with multiple tracks first gusset plate, improves bonding strength.
The utility model further improves and is, is bolted to connection between described first junction plate, and binds round plate and described second at described first junction plate and described first and bind round between plate and be provided with multiple tracks second gusset plate, improves bonding strength.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model steel column temporary fixing structure.
Fig. 2 is the perspective view of a preferred embodiment of the utility model steel column temporary fixing structure.
Fig. 3 is the plane structure schematic diagram of a preferred embodiment of the utility model steel column temporary fixing structure.
Fig. 4 is the A-A generalized section of Fig. 3.
Fig. 5 is the floor map of the second junction plate.
Detailed description of the invention
Below in conjunction with accompanying drawing and detailed description of the invention, the utility model is described in further detail.
First consult shown in Fig. 1, a kind of steel column temporary fixing structure 10 of the present utility model, be mainly used in the rack steel structure hoisting stage in rack steel work band slippage installing engineering, temporary fixed to carrying out between the steel column 11 below rack steel work and architecture basics 12.Coordinate shown in Fig. 2 ~ Fig. 4, steel column 11 adopts common circular columns structure, temporary fixing structure 10 is formed in the semicircular one first hoop plate 131 of steel column 11 outer cylinder and one second hoop plate 132 primarily of shape adaptation, first hoop plate 131 and the second both sides of binding round plate 132 are respectively equipped with one first junction plate 15, along short transverse uniform pore openings on the first junction plate 15 of steel column, and connected by bolt 16, make the first hoop plate 131 and second bind round plate 132 bind round tightly be located at steel column 11 suspension column outer cylinder on.First hoop plate 131 and the second bottom of binding round plate 132 are respectively equipped with the second junction plate 14, shown in composition graphs 5, second junction plate 14 offers two semienclosed adjustable bar holes 140, opening outwardly, connected by bolt 18, second junction plate 14 is fixed on a support baseboard 122, adopt semienclosed adjustable bar hole 140 can so that regulate the link position of the second junction plate 14 and bolt 19, the horizontal level of adjustment steel column 11, support baseboard 122 is fixed on architecture basics 12 further by stone bolt 121, thus by the first hoop plate 131, the steel column 11 that second hoop plate 132 and hoop are located in the first hoop plate 131 and the second hoop plate 132 is fixed on architecture basics 12, earth anchor and cable rope is replaced to carry out the temporary fixed of steel column foot.Wherein stone bolt 121 is pre-buried in advance when architecture basics 12 is constructed, and to be coordinated with stone bolt 121 by nut support baseboard 122 is fixed on stone bolt 121, cushion block 123 is provided with between the bottom of support baseboard 122 and architecture basics 12, regulate the height of support baseboard 122, and the bonding strength strengthened between support baseboard 122 and architecture basics 12, adopt support baseboard 122 to connect temperature pier structure, the bottom stationarity of temperature pier structure can be improved.
Further, bind round plate 131 and second at the second junction plate 132 and first to bind round between plate 132 and be welded with multiple tracks first gusset plate 171, strengthen the second junction plate 132 and first to bind round plate 131 and second and bind round bonding strength between plate 132, wherein the first gusset plate 171 is welded in the position, left, center, right of the second junction plate 132 respectively, and each welding together.
Same, bind round plate 131 and second at the first junction plate 131 and first to bind round between plate 132 and be welded with multiple tracks second gusset plate 172, strengthen the first junction plate 131 and first to bind round plate 131 and second and bind round bonding strength between plate 132, wherein the second gusset plate 172 is welded in the upper, middle and lower position of the first junction plate 131 respectively, and each welding together.
Steel column temporary fixing structure 10 of the present utility model can by arranging the first hoop plate 131 and the second hoop height of plate 132 and the quantity of thickness and the first gusset plate 171 and the second gusset plate 172 and thickness, temporary fixing structure 10 can be made to meet different stressing conditions, the temporary fixed installation that plate 132 size can meet the steel column of different cross section size is bound round by arranging the first hoop plate 131 and second, simple to operate, Stability Analysis of Structures.
The Specific construction step utilizing steel column temporary fixing structure 10 of the present utility model to carry out steel column temporary fixed is as follows:
The concrete structure on constructing structure basis 12, and upwards reserve vertically foot bolt 121 in the top of concrete structure;
Horizontal fixed support base plate 122 on stone bolt 121, and cushion block 123 is set bottom support baseboard 122 and between architecture basics 12, adjust height and the planeness of support baseboard 122;
By steel column 11 hoisted in position on support baseboard 122;
Accurate elements of a fix position, guarantee errorless after, at the suspension column outer cylinder of steel column 11, first hoop plate 131 and the second hoop plate 132 is installed, and adopt bolt 16 to be fixedly connected with the first junction plate 15 of the first hoop plate 131 and the second hoop plate 132 both sides, steel column 11 suspension column is bound round tightly and is located in the first hoop plate 131 and the second hoop plate 132;
Bolt 18 is adopted to be fixed on support baseboard 122 the second junction plate 14 bottom first hoop plate 131 and the second hoop plate 132, make the first hoop plate 131, second bind round plate 132 and bind round the steel column 11 be located in the first hoop plate 131 and the second hoop plate 132 to be fixed on support baseboard 122, and then be fixed on architecture basics 12.
The utility model is drawn materials easily, cheap, is convenient to operative, can improve work task efficiency.Can guarantee that in construction quality steel column is accurately located and forms systems stabilisation, and then eliminate engineering safety hidden danger.
Below embodiment has been described in detail the utility model by reference to the accompanying drawings, and those skilled in the art can make many variations example to the utility model according to the above description.Thus, some details in embodiment should not formed restriction of the present utility model, the utility model by the scope that defines using appended claims as protection domain of the present utility model.
Claims (4)
1. a steel column temporary fixing structure, for described steel column is fixed on architecture basics, it is characterized in that: described temporary fixing structure comprises shape adaptation and binds round plate and one second hoop plate at least one first of described steel column outer cylinder, described first hoop plate and the described second both sides of binding round plate are respectively equipped with the first junction plate, and make described first hoop plate and described second hoop plate hoop be located on described steel column outer cylinder by being fixedly connected with described first junction plate, described first hoop plate and the described second bottom of binding round plate are respectively equipped with the second junction plate, described second junction plate is fixedly connected on described architecture basics, thus by described first hoop plate, the steel column that described second hoop plate and hoop are located in described first hoop plate and described second hoop plate is fixed on described architecture basics.
2. steel column temporary fixing structure as claimed in claim 1, it is characterized in that: described second junction plate is secured by bolts on a support baseboard, described support baseboard is fixed on described architecture basics by stone bolt, and is provided with cushion block between described architecture basics and described support baseboard.
3. steel column temporary fixing structure as claimed in claim 1 or 2, is characterized in that: described second junction plate and described first binds round plate and described second and binds round between plate and be provided with multiple tracks first gusset plate.
4. steel column temporary fixing structure as claimed in claim 3, is characterized in that: be bolted to connection between described first junction plate, and binds round plate and described second at described first junction plate and described first and bind round between plate and be provided with multiple tracks second gusset plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420358481.9U CN204040496U (en) | 2014-06-30 | 2014-06-30 | A kind of steel column temporary fixing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420358481.9U CN204040496U (en) | 2014-06-30 | 2014-06-30 | A kind of steel column temporary fixing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204040496U true CN204040496U (en) | 2014-12-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420358481.9U Expired - Fee Related CN204040496U (en) | 2014-06-30 | 2014-06-30 | A kind of steel column temporary fixing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204040496U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104060845A (en) * | 2014-06-30 | 2014-09-24 | 中国建筑第八工程局有限公司 | Temporary fixing structure for steel column and construction method thereof |
-
2014
- 2014-06-30 CN CN201420358481.9U patent/CN204040496U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104060845A (en) * | 2014-06-30 | 2014-09-24 | 中国建筑第八工程局有限公司 | Temporary fixing structure for steel column and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141224 Termination date: 20200630 |
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| CF01 | Termination of patent right due to non-payment of annual fee |