CN214575981U - Steel construction engineering bearing structure encorbelments - Google Patents
Steel construction engineering bearing structure encorbelments Download PDFInfo
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- CN214575981U CN214575981U CN202120486689.9U CN202120486689U CN214575981U CN 214575981 U CN214575981 U CN 214575981U CN 202120486689 U CN202120486689 U CN 202120486689U CN 214575981 U CN214575981 U CN 214575981U
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- splicing
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- jack
- splicing column
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 24
- 239000010959 steel Substances 0.000 title claims abstract description 24
- 238000010276 construction Methods 0.000 title claims abstract description 12
- 210000001503 joint Anatomy 0.000 claims abstract description 22
- 238000003780 insertion Methods 0.000 claims description 11
- 230000037431 insertion Effects 0.000 claims description 11
- 230000000087 stabilizing effect Effects 0.000 claims description 8
- 230000009286 beneficial effect Effects 0.000 abstract description 5
- 238000011900 installation process Methods 0.000 abstract description 2
- 238000003032 molecular docking Methods 0.000 description 16
- 230000008901 benefit Effects 0.000 description 6
- 238000009434 installation Methods 0.000 description 4
- 230000006641 stabilisation Effects 0.000 description 3
- 238000011105 stabilization Methods 0.000 description 3
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 238000012938 design process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model relates to a building engineering technical field just discloses a steel construction engineering bearing structure encorbelments, including the support frame body, support frame body bottom is equipped with the base, the base top is equipped with the concatenation post. This steel construction engineering bearing structure encorbelments, can make the spliced pole top aim at the inserting groove bottom fast through the lug, the great further degree of agreeing with of lug area has simultaneously been strengthened, high agreeing with after inserting the inserting groove through the butt joint post, the beneficial effect of the quick fixed stay frame of installation process has been avoided not using the bolt, insert the gim peg from the jack after inserting the inserting groove through the butt joint post, the gim peg passes the jack and runs through the through-hole that the butt joint post was seted up, and stretch out at the opposite side jack, the pivot is rotated downwards this moment, and make the both sides tailpiece hug closely form the joint in spliced pole lateral wall, a fixed spliced pole and next spliced pole, prevent that the gim peg from removing and droing, the beneficial effect that stability can not the compressive deformation collapse has been reached.
Description
Technical Field
The utility model relates to a building engineering technical field specifically is a steel construction engineering bearing structure encorbelments.
Background
In recent years, in the design process of constructional engineering, in order to increase the usable floor area, more and more projects adopt the design scheme of a large-span cantilever steel structure, and in the construction process of the cantilever steel structure, the extending end of the cantilever steel needs to be temporarily supported.
And current bearing structure relies on the concatenation to pile up, and the concatenation process needs to use the bolt fastening simultaneously, needs manually to carry out the bolt fastening when the installation, and the troublesome reduction workman efficiency of installation, simultaneously because the bolt fastening area is little, causes more easily that can't bear the steel weight of encorbelmenting and collapses.
Disclosure of Invention
Technical problem to be solved
Not enough to prior art, the utility model provides a steel construction engineering bearing structure encorbelments possesses not using the bolt to avoid the quick fixed stay frame of installation, and the stability can not receive advantages such as the compression deformation collapses high, has solved above-mentioned technical problem.
(II) technical scheme
For realize the aforesaid and avoid the quick fixed stay frame of installation process not using the bolt, the stability can not receive the purpose that the compressive deformation collapses, the utility model provides a following technical scheme: the utility model provides a steel construction engineering bearing structure encorbelments, includes the support frame body, support frame body bottom is equipped with the base, the base center is equipped with the butt joint mouth, the butt joint mouth side is equipped with stable sleeve, the base top is equipped with the concatenation post, the inside inserting groove that is equipped with of concatenation post, concatenation post outside top is equipped with the lug, lug upper surface connection butt joint post, butt joint post middle section is equipped with the through-hole, concatenation post lateral wall bottom is equipped with the jack, the inboard peg of pegging graft of jack, the peg both ends are equipped with the pivot, the pivot tail end is equipped with the tailrod.
Preferably, the base further comprises screw holes and bolts, the screw holes are formed in two sides of the top surface of the base, the bolts penetrate through the screw holes and are fixedly connected to the bottom surface, the butt joint port is formed in the center of the base, and the stabilizing sleeve is fixedly installed above the butt joint port and located on the top surface of the base.
Through above-mentioned technical scheme, the bolt through the base side passes the screw and connects and make base fixed connection in the bottom surface to the bottom surface, through butt joint and concatenation post to the interface, and the stabilization sleeve is used for cup jointing concatenation post lower part simultaneously, further erects to strengthen stability.
Preferably, the splicing column is inserted into the butt joint port, the bottom of the splicing column is located on the inner side of the stabilizing sleeve, the insertion groove is a square groove, and the opening of the insertion groove is located in the center of the bottom face of the butt joint column.
Through above-mentioned technical scheme, through inserting the spliced pole to the interface, the spliced pole is half cup jointed in the stable sleeve inboard down simultaneously, can continue upwards grafting spliced pole according to the girder steel height of encorbelmenting this moment, and the inserting groove of last spliced pole bottom just to the butt joint post at next spliced pole top, forms to peg graft.
Preferably, the convex block is fixedly arranged on the top surface of the splicing column, is a square block and is matched with the splicing groove.
Through the technical scheme, the top of the splicing column can be quickly aligned to the bottom of the splicing groove through the convex block, and meanwhile, the area of the convex block is large, so that the degree of engagement is further enhanced, and the splicing is convenient.
Preferably, the butt-joint column is fixedly installed on the top surface of the projection and has a height equal to the depth of the insertion groove, and the through hole is formed in the side wall of the butt-joint column and penetrates through the butt-joint column.
Through the technical scheme, the butt-joint columns are matched in height after being inserted into the insertion grooves, and meanwhile the through holes formed in the side walls of the butt-joint columns are located on the same line with the insertion holes.
Preferably, the jacks are symmetrically arranged on the side walls of the splicing columns, the sizes of the jacks and the through holes are consistent, the fixing bolts are inserted into the inner sides of the jacks, the rotating shaft is fixedly arranged at the head end and the tail end of each fixing bolt, and the tail rod is fixedly arranged at the tail end of each rotating shaft.
Through above-mentioned technical scheme, insert the gim peg after inserting the inserting groove through the docking post, the gim peg passes the jack and runs through the through-hole that the docking post was seted up to stretch out at the opposite side jack, rotate the pivot downwards this moment and make both sides tailpiece hug closely and form the joint in the concatenation post lateral wall, prevent that the gim peg from removing and droing.
Compared with the prior art, the utility model provides a steel construction engineering bearing structure encorbelments possesses following beneficial effect:
1. this steel construction engineering bearing structure encorbelments can make the spliced pole top aim at the inserting groove bottom fast through the lug, and the cooperation degree has further been strengthened greatly to the lug area simultaneously, is convenient for peg graft fast, and high agreeing with after inserting the inserting groove through the butt joint post, the through-hole that the butt joint post lateral wall was seted up simultaneously is in same line with the jack, has reached the beneficial effect that does not use the bolt to avoid the quick fixed stay frame of installation.
2. This steel construction engineering bearing structure encorbelments inserts the gim peg through docking the post after inserting the inserting groove, and the gim peg passes the jack and runs through the through-hole that the docking post was seted up to stretch out at the opposite side jack, rotate the pivot downwards this moment and make both sides tailpiece hug closely and form the joint in the concatenation post lateral wall, a fixed concatenation post and next concatenation post prevent that the gim peg from removing and droing, have reached the beneficial effect that the stability can not the compression deformation collapse.
Drawings
FIG. 1 is a front cross-sectional view of the structural support frame body of the present invention;
FIG. 2 is a perspective view of the structural support frame body of the present invention;
FIG. 3 is a perspective view of the structure of the splicing column of the present invention;
FIG. 4 is a perspective view of the structural base of the present invention;
fig. 5 is an enlarged schematic view of a in fig. 1.
Wherein: 1. a support frame body; 2. a base; 201. a butt joint port; 202. a stabilizing sleeve; 203. a screw hole; 204. a bolt; 3. splicing the columns; 301. inserting grooves; 302. a bump; 4. butting columns; 401. a through hole; 5. a jack; 6. a fixing bolt; 601. a rotating shaft; 602. a tail rod.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying 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 embodiments in 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.
Referring to fig. 1-5, a steel structure engineering supporting structure encorbelments, including support frame body 1, support frame body 1 bottom is equipped with base 2, base 2 center is equipped with interface 201, interface 201 side is equipped with stabilizing sleeve 202, base 2 top is equipped with splicing column 3, splicing column 3 inside is equipped with inserting groove 301, splicing column 3 outside top is equipped with lug 302, lug 302 upper surface connection docking column 4, docking column 4 middle section is equipped with through-hole 401, splicing column 3 lateral wall bottom is equipped with jack 5, jack 5 inboard grafting gim peg 6, gim peg 6 both ends are equipped with pivot 601, the pivot 601 tail end is equipped with tail-bar 602.
Specifically, base 2 still includes screw 203 and bolt 204, screw 203 sets up in base 2 top surface both sides and bolt 204 passes screw 203 fixed connection in the bottom surface, set up in base 2 center to interface 201, stable sleeve 202 fixed mounting is in interface 201 top and lie in base 2 top surface, the advantage is that bolt 204 through base 2 side passes screw 203 and connects messenger base 2 fixed connection in bottom surface, through interface 201 butt joint and concatenation post 3, stable sleeve 202 is used for cup jointing concatenation post 3 lower part simultaneously, further put up the enhancement stability.
It is specific, concatenation post 3 pegs graft in interface 201 and bottom be located stabilization sleeve 202 inboard, insertion groove 301 is square groove, insertion groove 301 opening part is located 4 bottom surfaces of docking post center, the advantage is through inserting docking port 201 with concatenation post 3, 3 lower halves of concatenation post cup joint in stabilization sleeve 202 simultaneously are inboard, can be according to encorbelmenting the girder steel height and continuing upwards peg graft concatenation post 3 this moment, and the insertion groove 301 of last 3 bottoms of concatenation post is just to the docking post at next 3 tops of concatenation post, form and peg graft.
Specifically, lug 302 fixed mounting is in 3 top surfaces of concatenation post, and lug 302 is square piece and agrees with in inserting groove 301, and the advantage can make 3 tops of concatenation post aim at inserting groove 301 bottoms fast through lug 302, and the great further degree of agreeing with that has strengthened of lug 302 area simultaneously, is convenient for peg graft fast.
Specifically, docking post 4 is fixedly mounted on the top surface of projection 302 and is equal to the depth of insertion groove 301, and through-hole 401 is opened in the side wall of docking post 4 and runs through docking post 4, and has the advantages that the side wall of docking post 4 is inserted into insertion groove 301 and then is matched with the same height, and through-hole 401 and jack 5 opened in the side wall of docking post 4 are in the same line.
Specifically, 3 lateral walls of concatenation post are seted up to jack 5 symmetry, jack 5 is unanimous with through-hole 401 size, peg 6 is pegged graft in jack 5 inboardly, pivot 601 fixed mounting is in 6 head and the tail both ends of peg, tail pole 602 fixed mounting is in pivot 601 tail end, the advantage inserts peg 6 after inserting groove 301 through docking post 4, peg 6 passes jack 5 and runs through the through-hole 401 of seting up docking post 4, and stretch out at opposite side jack 5, rotate pivot 601 downwards this moment and make both sides tail pole 602 hug closely and form the joint in 3 lateral walls of concatenation post, prevent that peg 6 from removing and droing.
When in use, the bolt 204 on the side of the base 2 passes through the screw hole 203 to connect the bottom surface, so that the base 2 is fixedly connected with the bottom surface, the splicing column 3 is butted and spliced through the butt joint port 201, the stabilizing sleeve 202 is used for sleeving the lower part of the splicing column 3, the stability is further enhanced, the splicing column 3 is inserted into the butt joint port 201, the lower half part of the splicing column 3 is sleeved on the inner side of the stabilizing sleeve 202, the splicing column 3 can be continuously upwards spliced according to the height of the cantilever steel beam, the splicing column 3 is rightly spliced by the splicing groove 301 at the bottom of the previous splicing column 3 to the butt joint column at the top of the next splicing column 3 to form splicing, the top of the splicing column 3 can be quickly aligned to the bottom of the splicing groove 301 through the bump 302, the area of the bump 302 is larger, the degree of fit is further enhanced, the rapid splicing is convenient, the fixing bolt 6 is inserted after the splicing column 4 is inserted into the splicing groove 301, the fixing bolt 6 passes through the jack 5 and penetrates through the through hole 401 formed in the splicing column 4, and the jack 5 at the other side extends out, at the moment, the rotating shaft 601 is rotated downwards, and the tail rods 602 at the two sides are tightly attached to the side wall of the splicing column 3 to form clamping connection, so that the fixing bolt 6 is prevented from moving and falling off.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a steel construction engineering bearing structure encorbelments, includes support frame body (1), its characterized in that: support frame body (1) bottom is equipped with base (2), base (2) center is equipped with interface (201), interface (201) side is equipped with stabilizing sleeve (202), base (2) top is equipped with splicing column (3), splicing column (3) inside is equipped with inserting groove (301), splicing column (3) outside top is equipped with lug (302), lug (302) upper surface connection is to splicing column (4), splicing column (4) middle section is equipped with through-hole (401), splicing column (3) lateral wall bottom is equipped with jack (5), jack (5) inboard peg (6) of pegging graft, peg (6) both ends are equipped with pivot (601), pivot (601) tail end is equipped with tailboom (602).
2. The cantilever steel structural engineering support structure of claim 1, wherein: base (2) still include screw (203) and bolt (204), screw (203) are seted up in base (2) top surface both sides and bolt (204) pass screw (203) fixed connection in bottom surface, set up in base (2) center to interface (201), stable sleeve (202) fixed mounting is in interface (201) top and be located base (2) top surface.
3. The cantilever steel structural engineering support structure of claim 1, wherein: the splicing column (3) is spliced in the butt joint port (201) and the bottom of the splicing column is positioned on the inner side of the stabilizing sleeve (202), the splicing groove (301) is a square groove, and the opening of the splicing groove (301) is positioned in the center of the bottom surface of the butt joint column (4).
4. The cantilever steel structural engineering support structure of claim 1, wherein: the convex block (302) is fixedly arranged on the top surface of the splicing column (3), and the convex block (302) is a square block and is matched with the splicing groove (301).
5. The cantilever steel structural engineering support structure of claim 1, wherein: the butt-joint column (4) is fixedly arranged on the top surface of the convex block (302) and is equal to the depth of the insertion groove (301), and the through hole (401) is formed in the side wall of the butt-joint column (4) and penetrates through the butt-joint column (4).
6. The cantilever steel structural engineering support structure of claim 1, wherein: the plug hole (5) is symmetrically arranged on the side wall of the splicing column (3), the plug hole (5) is consistent with the size of the through hole (401), the fixing bolt (6) is inserted into the inner side of the plug hole (5), the rotating shaft (601) is fixedly arranged at the head end and the tail end of the fixing bolt (6), and the tail rod (602) is fixedly arranged at the tail end of the rotating shaft (601).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120486689.9U CN214575981U (en) | 2021-03-08 | 2021-03-08 | Steel construction engineering bearing structure encorbelments |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120486689.9U CN214575981U (en) | 2021-03-08 | 2021-03-08 | Steel construction engineering bearing structure encorbelments |
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| Publication Number | Publication Date |
|---|---|
| CN214575981U true CN214575981U (en) | 2021-11-02 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120486689.9U Expired - Fee Related CN214575981U (en) | 2021-03-08 | 2021-03-08 | Steel construction engineering bearing structure encorbelments |
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| Country | Link |
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| CN (1) | CN214575981U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114045979A (en) * | 2021-11-29 | 2022-02-15 | 江西雄宇筑工科技有限公司 | Preparation method of self-bearing heat-preservation fireproof sound-insulation polyphenyl particle cement light steel keel plate |
| CN114214950A (en) * | 2021-12-21 | 2022-03-22 | 武汉市市政工程机械化施工有限公司 | Emergency road bridge supporting structure |
-
2021
- 2021-03-08 CN CN202120486689.9U patent/CN214575981U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114045979A (en) * | 2021-11-29 | 2022-02-15 | 江西雄宇筑工科技有限公司 | Preparation method of self-bearing heat-preservation fireproof sound-insulation polyphenyl particle cement light steel keel plate |
| CN114214950A (en) * | 2021-12-21 | 2022-03-22 | 武汉市市政工程机械化施工有限公司 | Emergency road bridge supporting structure |
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20211102 |
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| CF01 | Termination of patent right due to non-payment of annual fee |