CN208379450U - A kind of cast-in-place aqueduct support frame structure based on BIM technology - Google Patents
A kind of cast-in-place aqueduct support frame structure based on BIM technology Download PDFInfo
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- CN208379450U CN208379450U CN201820872435.9U CN201820872435U CN208379450U CN 208379450 U CN208379450 U CN 208379450U CN 201820872435 U CN201820872435 U CN 201820872435U CN 208379450 U CN208379450 U CN 208379450U
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Abstract
The utility model relates to aqueduct construction technical fields, refer in particular to a kind of cast-in-place aqueduct support frame structure based on BIM technology, including main body and the job platform that main body two sides are arranged in, job platform includes the first channel steel, first sweeps the floor bar and the first vertical bar, first one end for sweeping the floor bar is fixedly connected with the first vertical bar, first sweep the floor bar the other end and the first channel steel grafting, the first vertical bar from top to bottom compartment of terrain be equipped at least one first crossbar；Main body includes the second channel steel, second sweeps the floor bar and the second vertical bar, and compartment of terrain is equipped at least one second crossbar to the second vertical bar from top to bottom；Second junction for sweeping the floor bar and the second vertical bar is fixedly connected with bottom bridging, the top of second vertical bar is fixedly connected with top bridging, main joist is equipped on the bridging of top, it is reliable that secondary joist the utility model stabilized structure is equipped on main joist, the effect that carrying support load may be implemented, meets requirement when aqueduct construction.
Description
Technical field
The utility model relates to aqueduct construction technical fields, refer in particular to a kind of cast-in-place aqueduct support based on BIM technology
Frame structure.
Background technique
In aqueduct project, the slot body for being related to aqueduct mostly is cast-in-place, during cast-in-place, needs to for pouring basin body
Template be supported, existing aqueduct project is getting larger and larger, and the weight of template is increasing, and engineering staff is badly in need of a kind of energy
Enough structures for firm these templates of support.
Summary of the invention
The utility model provides a kind of cast-in-place aqueduct support frame structure based on BIM technology for problem of the prior art.
In order to solve the above-mentioned technical problem, the utility model adopts the following technical solution: a kind of based on the cast-in-place of BIM technology
Aqueduct support frame structure, including main body and the job platform that main body two sides are arranged in, the job platform includes the first channel steel, the
The thin end of the scroll and the first vertical bar are swept, described first one end for sweeping the floor bar is fixedly connected with the first vertical bar, and described first sweeps the floor the another of bar
One end and the first channel steel grafting, compartment of terrain is equipped at least one first crossbar to first vertical bar from top to bottom；The main body packet
It including the second channel steel, second sweeps the floor bar and the second vertical bar, described second one end for sweeping the floor bar is fixedly connected with the second vertical bar, and described
Two sweep the floor bar the other end and the second channel steel grafting, to be equipped at least one second horizontal for compartment of terrain from top to bottom for second vertical bar
Bar；Described second junction for sweeping the floor bar and the second vertical bar is fixedly connected with bottom bridging, and the top of second vertical bar is solid
Surely it is connected with top bridging, main joist is equipped on the top bridging, is equipped with secondary joist on the main joist.
Further, the junction of the main joist and top bridging is equipped with rod-adjurstable.
Further, the both ends of the main body are arranged at intervals at least five groups of transverse direction bridgings.
Further, support frame as described above further includes longitudinal scissors of the two sides that main body is arranged in and the two sides of job platform
Support.
Further, the both ends of the main body are equipped with boss.
Further, the cast-in-place aqueduct support frame structure based on BIM further includes for showing first channel steel,
Sweep the thin end of the scroll, the first vertical bar, first crossbar, the second channel steel, second sweep the floor bar, the second vertical bar, second crossbar, bottom bridging,
Top bridging, main joist, secondary joist, rod-adjurstable, lateral bridging and longitudinal shape of bridging and the BIM software of data
Module.
The utility model has the beneficial effects that the utility model stabilized structure, can play the template for pouring basin body
The effect of secure support meets the requirement of aqueduct project construction.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the structural schematic diagram that the utility model ignores boss.
The enlarged diagram of A in Fig. 3.
The enlarged diagram of B in Fig. 4.
Fig. 5 is the partial structural diagram that the utility model ignores boss.
The enlarged diagram of C in Fig. 6.
Fig. 7 is another local structural schematic diagram that the utility model ignores boss.
The enlarged diagram of D in Fig. 8.
The enlarged diagram of E in Fig. 9.
Appended drawing reference
The first channel steel of 1-；2- first sweeps the floor bar；The first vertical bar of 3-；4- first crossbar；The second channel steel of 5-；6- second sweeps the floor
Bar；The second vertical bar of 7-；8- second crossbar；Bridging at the top of 9-；10- main joist；11- secondary joist；12- rod-adjurstable；13- is lateral
Bridging；The longitudinal direction 14- bridging.15- boss, 16- job platform；17- main body.
Specific embodiment
For the ease of the understanding of those skilled in the art, the utility model is made below with reference to embodiment and attached drawing further
Explanation, the content that embodiment refers to not is restriction to the utility model.The utility model is carried out below in conjunction with attached drawing
Detailed description.
It please refers to shown in Fig. 1 to Fig. 9, a kind of cast-in-place aqueduct support frame knot based on BIM technology provided by the utility model
Structure, including main body 17 and the job platform 16 that 17 two sides of main body are arranged in, the job platform 16 includes the first channel steel 1, first
It sweeps the floor bar 2 and the first vertical bar 3, described first one end for sweeping the floor bar 2 is fixedly connected with the first vertical bar 3, and described first sweeps the floor bar 2
1 grafting of the other end and the first channel steel, compartment of terrain is equipped at least one first crossbar 4 to first vertical bar 3 from top to bottom；The master
Body 17 includes the second channel steel 5, second sweeps the floor bar 6 and the second vertical bar 7, described second sweep the floor bar 6 one end and the second vertical bar 7 it is fixed
Connection, the described second 5 grafting of the other end and the second channel steel for sweeping the floor bar 6, second vertical bar 7 from top to bottom compartment of terrain equipped with extremely
A few second crossbar 8；Described second junction for sweeping the floor bar 6 and the second vertical bar 7 is fixedly connected with bottom bridging, and described
The top of two vertical bars 7 is fixedly connected with top bridging 9, is equipped with main joist 10, the main joist on the top bridging 9
Secondary joist 11 is equipped on 10.Setting steps are as follows: firstly, setting up the job platform 16 of 17 side of main body；Then main body 17 is set up
Structure；Then the job platform 16 of 17 other side of main body is set up.It is specific in the process for the job platform 16 for setting up 17 side of main body
Are as follows: it is laid with the first channel steel 1, in the present embodiment, the quantity of the first channel steel 1 is three；Then, on the first channel steel 1 according to first taking
If the sequence that more first vertical bars 3 set up more first crossbars 4 again is set up, wherein first vertical bar 3 is swept the floor bar by first
2 are plugged in the first channel steel 1, and being fixed on the distance between first vertical bar 3 on same first channel steel 1 is 1000mm-
1500mm, the present embodiment are specially 1200mm, and the distance between first vertical bar 3 on the first adjacent channel steel 1 is 400mm-
700mm, the present embodiment are specially 600mm, and the described first height for sweeping the floor bar 2 is 350mm-400mm, and the present embodiment is specially
360mm.Similar to the above in the process for the job platform 16 for setting up 17 other side of main body, details are not described herein.Setting up main body
17 process specifically: be laid with multiple second channel steels 5；Then, on the second channel steel 5 according to first setting up among the second channel steel 5
More second vertical bars 7 and Duo Gen second crossbar 8, then set up more second vertical bars 7 and Duo Gen second crossbar of 5 two sides of the second channel steel
8 sequence is set up, wherein second vertical bar 7 is plugged in the second channel steel 5 by the second bar 6 of sweeping the floor, and is fixed on same second
The distance between second vertical bar 7 on channel steel 5 is 300mm -600mm；Between the second vertical bar 7 on the second adjacent channel steel 5
Distance is 300mm-600mm, and the described second height for sweeping the floor bar 6 is 350mm-400mm, and the present embodiment is specially 360mm；It connects
, bottom bridging is set up in the junction that described second sweeps the floor bar 6 and the second vertical bar 7；Then, in second vertical bar 7
Set up top bridging 9 in top.Finally, being laid with secondary joist 11 and main joist 10 from the bottom up in top bridging 9, main body is completed
17 set up.The stabilized structure of the main body 17 of completion is set up, the effect of secure support can be played to the template for pouring basin body
Fruit meets the requirement of aqueduct project construction.
In the present embodiment, the junction of the main joist 10 and top bridging 9 is equipped with rod-adjurstable 12.The adjustable support
The laying height of the adjustable main joist 10 of bar 12.
In the present embodiment, the both ends of the main body 17 are arranged at intervals at least five groups of transverse direction bridgings 13.The Transverse Shear
Knife support 13 can cooperatively form gusseted with the second vertical bar 7 and second crossbar 8, reinforce the stable degree of main body 17.
In the present embodiment, support frame as described above further includes the longitudinal direction of the two sides that main body 17 is arranged in and the two sides of job platform 16
Bridging 14.The longitudinal direction bridging 14 can be with the first of the second vertical bar 7 of main body 17, second crossbar 8 and job platform 16
Vertical bar 3, first crossbar 4 cooperatively form gusseted, reinforce the stable degree of main body 17 and job platform 16.
In the present embodiment, the both ends of the main body 17 are equipped with boss 15.The boss 15 goes on operation convenient for staff
It constructs in platform 16 or main body 17.
In order to overall structure that is intuitive, clearly displaying the job platform 16 and main body 17, in order to the work
The manufacture of industry platform 16 and main body 17,
In the present embodiment, the cast-in-place aqueduct support frame structure based on BIM further includes for showing first channel steel
1, first sweep the floor bar 2, the first vertical bar 3, first crossbar 4, the second channel steel 5, second sweep the floor bar 6, the second vertical bar 7, second crossbar 8,
Bottom bridging, top bridging 9, main joist 10, secondary joist 11, rod-adjurstable 12, lateral bridging 13 and longitudinal bridging
14 shape and the BIM software module of data.The case where doing over again when to avoid subsequent construction.Specific step is as follows:
Step 1: the threedimensional model of the job platform 16 and main body 17 is established by BIM software module, to threedimensional model
Force analysis and collision detection are carried out, for determining the manufacture material of the job platform 16 and main body 17；
Step 2: construction simulation is carried out to the job platform 16 and main body 17 using BIM software module, for sending out in advance
Existing problem simultaneously takes corresponding solution；
Step 3: going out material required for the job platform 16 and main body 17 using BIM software module express statistic
Quantity avoids waste of material convenient for carrying out material purchases plan in advance.
Step 4: being compiled one by one using BIM software module to material required for the job platform 16 and main body 17
Number.The number can carry out standardization convenient for staff according to number order and set up, and prevent from leading because setting up wrong order
Cause the structure of job platform 16 and main body 17 built on the sand, efficiency is set up in raising.
The above is only the utility model preferred embodiment, do not impose any limitation on the present invention,
Although the utility model is disclosed as above with preferred embodiment, it is not intended to limit the utility model, it is any to be familiar with this profession
Technical staff, do not departing within the scope of technical solutions of the utility model, when the technology contents using the disclosure above make it is a little
The equivalent embodiment of equivalent variations is changed or is modified to, but all without departing from the content of the technical scheme of the utility model, according to this reality
Refer to any simple modification, equivalent change and modification to the above embodiments with new technique, belongs to the utility model
In the range of technical solution.
Claims (6)
1. a kind of cast-in-place aqueduct support frame structure based on BIM technology, it is characterised in that: including main body (17) and be arranged in main body
(17) job platform (16) of two sides, the job platform (16) include the first channel steel (1), first sweep the floor bar (2) and first erect
Bar (3), described first one end for sweeping the floor bar (2) are fixedly connected with the first vertical bar (3), described first other end for sweeping the floor bar (2)
With the first channel steel (1) grafting, compartment of terrain is equipped at least one first crossbar (4) to first vertical bar (3) from top to bottom；The master
Body (17) includes the second channel steel (5), second sweeps the floor bar (6) and the second vertical bar (7), described second one end and for sweeping the floor bar (6)
Two vertical bars (7) are fixedly connected, described second sweep the floor bar (6) the other end and the second channel steel (5) grafting, second vertical bar (7)
Compartment of terrain is equipped at least one second crossbar (8) from top to bottom；Described second junction for sweeping the floor bar (6) and the second vertical bar (7)
It is fixedly connected with bottom bridging, the top of second vertical bar (7) is fixedly connected with top bridging (9), and the top is cut
It is equipped with main joist (10) in knife support (9), is equipped with secondary joist (11) on the main joist (10).
2. a kind of cast-in-place aqueduct support frame structure based on BIM technology according to claim 1, it is characterised in that: described
The junction of main joist (10) and top bridging (9) is equipped with rod-adjurstable (12).
3. a kind of cast-in-place aqueduct support frame structure based on BIM technology according to claim 2, it is characterised in that: described
The both ends of main body (17) are arranged at intervals at least five groups of transverse direction bridgings (13).
4. a kind of cast-in-place aqueduct support frame structure based on BIM technology according to claim 3, it is characterised in that: described
Support frame further includes longitudinal bridging (14) of the setting in the two sides of the two sides and job platform (16) of main body (17).
5. a kind of cast-in-place aqueduct support frame structure based on BIM technology according to claim 4, it is characterised in that: described
The both ends of main body (17) are equipped with boss (15).
6. a kind of cast-in-place aqueduct support frame structure based on BIM technology according to claim 5, it is characterised in that: described
Cast-in-place aqueduct support frame structure based on BIM technology further includes for showing that first channel steel (1), first are swept the floor bar (2),
One vertical bar (3), first crossbar (4), the second channel steel (5), second are swept the floor bar (6), the second vertical bar (7), second crossbar (8), bottom
Bridging, top bridging (9), main joist (10), secondary joist (11), rod-adjurstable (12), lateral bridging (13) and longitudinal direction
The shape of bridging (14) and the BIM software module of data.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820872435.9U CN208379450U (en) | 2018-06-06 | 2018-06-06 | A kind of cast-in-place aqueduct support frame structure based on BIM technology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820872435.9U CN208379450U (en) | 2018-06-06 | 2018-06-06 | A kind of cast-in-place aqueduct support frame structure based on BIM technology |
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| Publication Number | Publication Date |
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| CN208379450U true CN208379450U (en) | 2019-01-15 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110737933A (en) * | 2019-09-06 | 2020-01-31 | 久瓴(上海)智能科技有限公司 | Method and device for generating cross-bracing model, computer equipment and storage medium |
| CN114792023A (en) * | 2022-05-23 | 2022-07-26 | 广东省水利水电第三工程局有限公司 | Cast-in-place aqueduct supporting frame structure based on BIM technology and design process |
-
2018
- 2018-06-06 CN CN201820872435.9U patent/CN208379450U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110737933A (en) * | 2019-09-06 | 2020-01-31 | 久瓴(上海)智能科技有限公司 | Method and device for generating cross-bracing model, computer equipment and storage medium |
| CN114792023A (en) * | 2022-05-23 | 2022-07-26 | 广东省水利水电第三工程局有限公司 | Cast-in-place aqueduct supporting frame structure based on BIM technology and design process |
| CN114792023B (en) * | 2022-05-23 | 2023-10-20 | 广东省水利水电第三工程局有限公司 | Cast-in-situ aqueduct support frame structure based on BIM technology and design process |
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