CN203879088U - Archaistic tower inclined steel column connecting structure - Google Patents
Archaistic tower inclined steel column connecting structure Download PDFInfo
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- CN203879088U CN203879088U CN201420170780.XU CN201420170780U CN203879088U CN 203879088 U CN203879088 U CN 203879088U CN 201420170780 U CN201420170780 U CN 201420170780U CN 203879088 U CN203879088 U CN 203879088U
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- steel column
- oblique steel
- butt end
- tune
- tower
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Abstract
The utility model provides an archaistic tower inclined steel column connecting structure, which comprises a first inclined steel column, a second inclined steel column, an adjusting and twisting connecting plate and an elevation steel wedge, wherein the first inclined steel column and the second inclined steel column are respectively provided with a first butt joint end and a second butt joint end and are relatively inclined; the first butt joint end and the second butt joint end are respectively provided with a plurality of connecting lug plates in vertical correspondence; the two ends of the adjusting and twisting connecting plate are respectively connected with the two connecting lug plates in vertical correspondence; and the elevation steel wedge is arranged in an inclination notch formed through inclination between the two connecting lug plates in vertical correspondence. The archaistic tower inclined steel column connecting structure has the advantages that the butt joint problem of the inclination construction of the existing archaistic tower is solved, and the efficiency and the stability of the archaistic tower building construction are further improved.
Description
Technical field
The utility model relates to a kind of tower architectural construction technology, is specifically related to the oblique steel column syndeton of a kind of imitated antique tower.
Background technology
Ancient tower, as the representative building of one of ancient building, develop into the meaning that has lost its original gift Buddhist today, but the existence of ancient tower building, but for we study ancient architecture science and technology, plastic arts, decorative art and upper rich culture artistic connotation thereof, provide preciousness and detailed historical data in kind.And, to stay in the wonderful scenery of historic site, there is some diffrent interest, has played the effect that promotes tourism.
In imitated antique tower Construction of Steel Structure, can form pyramidal structure for after guaranteeing to build, work progress is all comparatively numerous and diverse.On the one hand, need to take into full account the stability that tower is built, on the other hand, also need to fully demonstrate the feature of tower structure, therefore, in work progress, inevitably can relate to the mating operation of oblique steel structure (for example, oblique column) self.
But, more existing oblique steel structure connected modes are not all applicable to pyramidal structure construction very much at present, therefore, with the original intention that improves better efficiency of construction, we provide a kind of imitated antique tower oblique steel column syndeton at this, can have the constructing structure corresponding to self with the building that makes this form of ancient tower.
Utility model content
For overcoming the existing defect of prior art, now provide a kind of imitated antique tower oblique steel column syndeton, to solve the problem of existing imitated antique tower oblique structure construction docking, and further improve efficiency and the stability of imitated antique tower building operations.
For achieving the above object, the utility model provides a kind of imitated antique tower oblique steel column syndeton, comprising:
There is respectively the first oblique steel column and the second oblique steel column of the first butt end and the second butt end and relative tilt;
Upper and lower corresponding polylith connects otic placode, is arranged at respectively described the first butt end and described the second butt end;
Junction plate turned round in tune, and two ends connect with upper and lower two corresponding connection otic placodes respectively; And
Absolute altitude gad, is arranged in the inclination breach being formed by inclination between two junction plates of upper and lower correspondence.
The further improvement of the oblique steel column syndeton of the utility model imitated antique tower is, the first butt end has equally distributed four pairs with the second butt end and is connected otic placode.
The further improvement of the oblique steel column syndeton of the utility model imitated antique tower is, every pair of junction plate is turned round junction plate by two relative tune and is clamped and connected.
The further improvement of the oblique steel column syndeton of the utility model imitated antique tower is, adjusts the two ends of turning round junction plate to be respectively equipped with multiple tune and turns round hole, and each tune is turned round hole and had for screwing in to adjust and turn round the adjustment space that the bolt in hole moves up and down; Connect otic placode and there is the otic placode connecting hole of turning round hole corresponding to tune.
The further improvement of the oblique steel column syndeton of the utility model imitated antique tower is, the first butt end and the second butt end are also respectively equipped with upper and lower correspondence, dismounting otic placode for jack lifting.
The beneficial effect of the oblique steel column syndeton of the utility model imitated antique tower is,
1) turning round junction plate by tune coordinates engaging lug plate to realize the flexible adjustment to oblique steel column butt joint;
2) adjust by embedding the absolute altitude gad of turning round between junction plate, so that fixing after oblique steel column inclination.
Brief description of the drawings
Fig. 1 is the structural representation of imitated antique tower in the oblique steel column syndeton of the utility model imitated antique tower;
Fig. 2 is the local enlarged diagram of A part in the oblique steel column syndeton of the utility model imitated antique tower;
Fig. 3 is the schematic diagram of jack jacking in the oblique steel column syndeton of the utility model imitated antique tower;
Fig. 4 is connecting the structural representation of inserting absolute altitude gad between otic placode plate in the oblique steel column syndeton of the utility model imitated antique tower.
Detailed description of the invention
For the benefit of the understanding to structure of the present utility model, describes below in conjunction with drawings and Examples.
Shown in seeing figures.1.and.2, Fig. 1 has provided a basic imitated antique tower whole interior structure, and the utility model is mainly to connect for its oblique steel column the technological improvement of making, particularly, in Fig. 1, enclose the subrange relating to has been shown, and indicate with A, and the scope of showing of enclosing has been amplified expression in Fig. 2.
As shown in Figure 3 and Figure 4, the utility model provides a kind of imitated antique tower oblique steel column syndeton, comprise: the first oblique steel column 1 and second oblique steel column 2, the first butt ends respectively with the first butt end and the second butt end and relative tilt are connected otic placode 3 with the polylith that the second butt end is respectively equipped with upper and lower correspondence; Junction plate 4 turned round in tune, and two ends connect with upper and lower two corresponding connection otic placodes 3 respectively; And absolute altitude gad 5, be arranged at after tilting, between upper and lower corresponding two junction plates 3 by the inclination breach that tilts to form.
As shown in Figure 3, in the present embodiment, selecting up and down vertically two round steel posts of correspondence is the first butt end as the lower end of the first oblique steel column 1 and the second oblique steel column 2, the first oblique steel columns 1 respectively, and the upper end of the second oblique steel column 2 is the second butt end.Comparatively preferably, can select wider long steel plate as connecting otic placode 3, and the first butt end and the second butt end evenly dispose respectively two pairs totally four connect otic placodes 3, and upper and lower corresponding two of definition to connect otic placodes 3 be a pair of, and there is certain space between every pair of connection otic placode after fixing.
Upper and lower two corresponding connection otic placodes 3 are to turn round junction plate 4 by two relative tune to be clamped and connected fixing.Wherein, each connection otic placode 3 is provided with some otic placode connecting holes (being preferably three), accordingly, the two ends of turning round junction plate 4 at tune are respectively offered some tune and are turned round hole 40 (being preferably three), and each tune is turned round hole 40 and had for screwing in to adjust and turn round the adjustment space that in hole 40, bolt moves up and down.Whereby, turn round the cooperation of junction plate 4 by connection otic placode 3 and the tune of upper and lower correspondence, thereby the first oblique steel column 1 and the interim docking of the second oblique steel column 2 can be got up.
As shown in Figure 4, when after the first oblique steel column 1 and the interim docking of the second oblique steel column 2, adjust the bolt of turning round in hole 40 not fastening.Afterwards, can first determine relative tilt direction and the angle of the first oblique steel column 1 and the second oblique steel column 2 by angle measuring instrument, again according to definite relative tilt direction, in the first butt end and the second butt end corresponding to the temporary fixed two pairs of totally four dismounting otic placodes 6 in the both sides of relative tilt direction, and, for every pair of dismounting otic placode 6, the dismounting otic placode 6 being positioned on the first butt end is positioned on the connection otic placode 3 being adjacent, and the dismounting otic placode 6 being positioned on the second link is positioned under the connection otic placode 3 being adjacent.Then, a jack 7 is set between every pair of dismounting otic placode 6, with this, the both sides of the first oblique steel column 1 and the second oblique steel column 2 have just had two jack 7 and have carried out lift work.Exemplify at this, suppose will be by the first oblique steel column 1 with respect to the second oblique steel column 2 during to left side shown in Fig. 2, need to be positioned at jack 7 jackings on right side, the jack 7 in left side needs to decline, after so jacking declines, just make the first oblique steel column 1 and the second oblique steel column 2 form inclined slot, and each to connecting the inclination breach that between otic placode 3, meeting formation varies in size, finally, in each inclination breach, insert the absolute altitude gad 5 of a suitable size.
In conjunction with Fig. 2 to Fig. 4, the implementation process of above-mentioned syndeton specifically comprises the following steps:
First, provide two round steel posts respectively as tiltedly steel column 1 and the second oblique steel column 2 of first described in said structure, in this definition, the lower bottom of the first oblique steel column 1 is the first butt end simultaneously, and the upper top of the second oblique steel column 2 is the second butt end.And respectively in the first butt end and the second link place, evenly configure two pairs totally four connect otic placodes 3, then the first oblique steel column 1 and vertical lifting of the second oblique steel column 2 are mapped.
Then, provide four tune to turn round junction plate 4, every tune turned round to three tune offering at junction plate 4 two ends and turn round hole 40 one by one corresponding to every pair of three otic placode connecting holes that connect on otic placode 3, and screw in bolt but not fastening, with this, interim two round steel posts docking is got up.
Then, can utilize angle measuring instrument to determine the relative tilt direction of the first oblique steel column 1 and the second oblique steel column 2, then according to definite relative tilt direction, in the first butt end and the second butt end corresponding to the temporary fixed two pairs of totally four dismounting otic placodes 6 in the both sides of incline direction, and, for every pair of dismounting otic placode 6, the dismounting otic placode 6 being positioned on the first butt end is positioned on the connection otic placode 3 being adjacent, and the dismounting otic placode 6 being positioned on the second link is positioned under the connection otic placode 3 being adjacent.Between every pair of dismounting otic placode 6, placing jack 7 again.Give an example at this, be if desired arranged in round steel post above as being tilted to the left of Fig. 2, only the jack 7 that is arranged in Fig. 3 right side need be carried out to slow jacking, and the jack 7 in left side declines slightly, with this, the first oblique steel column 1 and the second oblique steel column 2 is tilted gradually.
In this process, comparatively preferably, can utilize the relative tilt angle of transit and two round steel posts of total powerstation monitor and detection, until relative tilt angle reaches after construction requirement, the jack 7 of one side stops jacking immediately, and the jack 7 of opposite side stops declining simultaneously relatively.After stopping slowly tilting, between the butt end of upper and lower two round steel posts, just produce inclined slot.Meanwhile, be connected to every pair of butt end and connect the inclination breach that has just formed different sizes between otic placode 3.
In addition, it should be noted that, in the process tilting at upper and lower two round steel posts, because each tune is turned round hole 40 and is had for screwing in to adjust and turn round the adjustment space that the bolt in hole moves up and down, so, bolt can be with the inclination of round steel post turns round at tune that hole 40 is interior does small displacement, avoids affecting the inclination of round steel post with this.
Afterwards, sizeable absolute altitude gad 5 inserted in different inclination breach and struck reality.When absolute altitude gad 5 be fixed strike real after, utilize welding manner that the inclined slot forming between the first oblique steel column 1 after tilting and the second oblique steel column 2 is welded in fact, thoroughly upper and lower two round steel posts are fixed up.
Finally, the bolt that tune is turned round after the interior generation micro-displacement in hole 40 all screws, until completely tune is turned round junction plate 4 be connected otic placode 3 fastening after, just dismountable jack 7 and temporary fixed dismounting otic placode dismounting otic placode 6.With this, complete the inclination mating operation of all round steel posts.
Complete after above-mentioned implementation process, should be able to embody following characteristics of the present utility model:
1) make full use of tune and turn round junction plate 4, controlled so that the docking of oblique steel column is stablized;
2) utilize jack 7 and coordinate absolute altitude gad 5 progressively to realize steadily the inclination docking of oblique steel column.
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.Thereby some details in embodiment should not form restriction of the present utility model, the utility model by the scope defining using appended claims as protection domain.
Claims (5)
1. the oblique steel column syndeton of imitated antique tower, is characterized in that, comprising:
There is respectively the first oblique steel column and the second oblique steel column of the first butt end and the second butt end and relative tilt;
Upper and lower corresponding polylith connects otic placode, is arranged at respectively described the first butt end and described the second butt end;
Junction plate turned round in tune, and two ends connect with upper and lower two corresponding described connection otic placodes respectively; And
Absolute altitude gad, is arranged in the inclination breach being formed by inclination between two described connection otic placodes of upper and lower correspondence.
2. the oblique steel column syndeton of imitated antique tower according to claim 1, is characterized in that,
Described the first butt end and described the second butt end have equally distributed four pairs of described connection otic placodes.
3. the oblique steel column syndeton of imitated antique tower according to claim 2, is characterized in that,
Every pair of described junction plate is turned round junction plate by two relative described tune and is clamped and connected.
4. the oblique steel column syndeton of imitated antique tower according to claim 3, is characterized in that,
The two ends that junction plate turned round in described tune are respectively equipped with multiple tune and turn round hole, and each described tune is turned round hole and had for screwing in described tune and turn round the adjustment space that the bolt in hole moves up and down;
Described connection otic placode has the otic placode connecting hole of turning round hole corresponding to described tune.
5. the oblique steel column syndeton of imitated antique tower according to claim 1, is characterized in that,
Described the first butt end and described the second butt end are also respectively equipped with upper and lower correspondence, supply the dismounting otic placode of jack lifting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420170780.XU CN203879088U (en) | 2014-04-10 | 2014-04-10 | Archaistic tower inclined steel column connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420170780.XU CN203879088U (en) | 2014-04-10 | 2014-04-10 | Archaistic tower inclined steel column connecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203879088U true CN203879088U (en) | 2014-10-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420170780.XU Expired - Fee Related CN203879088U (en) | 2014-04-10 | 2014-04-10 | Archaistic tower inclined steel column connecting structure |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103899127A (en) * | 2014-04-10 | 2014-07-02 | 中国建筑第八工程局有限公司 | Inclined steel column connecting structure of imitation antique tower and method for constructing inclined steel column connecting structure |
| CN107386664A (en) * | 2017-07-04 | 2017-11-24 | 中国二十冶集团有限公司 | Tilt steel column butt joint micromatic setting and tilt steel column butt joint construction method |
| CN107938858A (en) * | 2017-12-19 | 2018-04-20 | 凉山州现代房屋建筑集成制造有限公司 | The anti-misalignment scene splicing node of Special-Shaped Column |
| CN108086777A (en) * | 2017-12-20 | 2018-05-29 | 江苏沪宁钢机股份有限公司 | A kind of segmented steel pipe framework structure and its installation method |
| CN111827125A (en) * | 2020-08-06 | 2020-10-27 | 中铁二局集团有限公司 | Accurate adjustment method and device for installation line shape of steel upright post of arch bridge |
-
2014
- 2014-04-10 CN CN201420170780.XU patent/CN203879088U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103899127A (en) * | 2014-04-10 | 2014-07-02 | 中国建筑第八工程局有限公司 | Inclined steel column connecting structure of imitation antique tower and method for constructing inclined steel column connecting structure |
| CN107386664A (en) * | 2017-07-04 | 2017-11-24 | 中国二十冶集团有限公司 | Tilt steel column butt joint micromatic setting and tilt steel column butt joint construction method |
| CN107938858A (en) * | 2017-12-19 | 2018-04-20 | 凉山州现代房屋建筑集成制造有限公司 | The anti-misalignment scene splicing node of Special-Shaped Column |
| CN107938858B (en) * | 2017-12-19 | 2023-10-20 | 凉山州现代房屋建筑集成制造有限公司 | On-spot concatenation node of dysmorphism post mistake proofing limit |
| CN108086777A (en) * | 2017-12-20 | 2018-05-29 | 江苏沪宁钢机股份有限公司 | A kind of segmented steel pipe framework structure and its installation method |
| CN111827125A (en) * | 2020-08-06 | 2020-10-27 | 中铁二局集团有限公司 | Accurate adjustment method and device for installation line shape of steel upright post of arch bridge |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141015 Termination date: 20200410 |