CN206331736U - Detachable I-steel band bracket gate-type steel construction training model - Google Patents
Detachable I-steel band bracket gate-type steel construction training model Download PDFInfo
- Publication number
- CN206331736U CN206331736U CN201621105332.7U CN201621105332U CN206331736U CN 206331736 U CN206331736 U CN 206331736U CN 201621105332 U CN201621105332 U CN 201621105332U CN 206331736 U CN206331736 U CN 206331736U
- Authority
- CN
- China
- Prior art keywords
- steel
- column
- suspension column
- bearing
- rigid suspension
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model is related to detachable I-steel band bracket gate-type steel construction training model, including rigid suspension column, I-steel steel column and steel I-beam;The rigid suspension column is exposed suspension column, rigid suspension column is using ladder basis, and on the basic angle of ladder not pouring concrete to expose steel-column foundation reinforcing bar, rigid suspension column as I-steel steel column bearing-surface, pre-embedded steel slab bearing is set on bearing-surface, and foundation bolt is through at pre-embedded steel slab bearing be embedded in rigid suspension column, ribs is provided with pre-embedded steel slab bearing, final grouting concrete is provided between pre-embedded steel slab bearing and rigid suspension column bearing-surface.The beneficial effects of the utility model are:By optimization design, illustrate that the assembly operation for carrying out the project contents such as rigid suspension column, steel column, girder steel, purlin, wall beam successively is practised according to technical process;After the completion of operation, each component can be removed, and operation can be reused.
Description
Technical field
The utility model is related to training model, specifically a kind of detachable I-steel band bracket gate-type steel construction real training
Model.
Background technology
Door type steel frame structure is a kind of traditional structural system, with stress is simple, Path of Force Transfer is clear and definite, structure manufacture is fast
It is prompt, the features such as be easy to batch production processing, short construction period, therefore be widely used in industry, business and entertainment communal facility
Deng industry with civil buildings in, but at present major colleges and universities' construction steel structure Engineering Specialities real training for I-steel band bracket gate-type
Steel construction training operation content lacks, carry out practice operation not yet in effect, can only carry out recognizing structural steelwork from sense organ
Know.
Utility model content
The purpose of this utility model is to overcome the shortcomings of rational in infrastructure, repeatable to utilize there is provided a kind of in existing structure
Detachable I-steel band bracket gate-type steel construction training model.
The purpose of this utility model is achieved through the following technical solutions:
This detachable I-steel band bracket gate-type steel construction training model, including rigid suspension column, I-steel steel column and work
Word girder steel;The rigid suspension column is exposed suspension column, and rigid suspension column is not poured using ladder basis, and on the basic angle of ladder
Concrete is to expose steel-column foundation reinforcing bar, and rigid suspension column sets pre-buried steel on bearing-surface as the bearing-surface of I-steel steel column
Board support, and foundation bolt is through at pre-embedded steel slab bearing be embedded in rigid suspension column, reinforcement is provided with pre-embedded steel slab bearing
Rib, final grouting concrete is provided between pre-embedded steel slab bearing and rigid suspension column bearing-surface;Welded on the inside of the I-steel steel column
Crane girder is set on steel corbel, steel corbel, and crane girder is connected with steel corbel using firm part;Roofing is welded with I-steel girder steel
Purlin;Wall beam is set on the outside of I-steel steel column;I-steel girder steel ridge thread end is welded with connecting plate, and connecting plate has mounting hole site
Be connected fastener.
As preferred:The roof purline is made using C-type steel or Z-shape steel.
As preferred:The wall beam is made using C-type steel.
As preferred:The roof purline is connected with stiffener.
As preferred:The wall beam is connected with stiffener.
The beneficial effects of the utility model are:By optimization design, according to technical process explanation carry out successively rigid suspension column,
The assembly operation exercise of the project contents such as steel column, girder steel, purlin, wall beam;After the completion of operation, each component can be removed, and can
Reuse operation.
Brief description of the drawings
Fig. 1 is the utility model overall structure diagram;
Fig. 2 is rigid post leg structure schematic diagram;
Fig. 3 is Fig. 1 A portions enlarged diagram;
Description of reference numerals:Rigid suspension column 1, I-steel steel column 2, I-steel girder steel 3, roof purline 4, stiffener 5, wall beam
6th, fastener 7, steel corbel 8, crane girder 9, connecting plate 10, mounting hole site 11, ladder basis 12, steel-column foundation reinforcing bar 13, lower margin
Bolt 14, pre-embedded steel slab bearing 15, ribs 16, final grouting concrete 17.
Embodiment
The utility model is described further with reference to embodiment.The explanation of following embodiments is only intended to help and managed
Solve the utility model.It should be pointed out that for those skilled in the art, not departing from the utility model principle
On the premise of, some improvement and modification can also be carried out to the utility model, these are improved and modification also falls into the utility model
In scope of the claims.
As shown in Figure 1 to Figure 3, this detachable I-steel band bracket gate-type steel construction training model of the present embodiment, bag
Include rigid suspension column 1, I-steel steel column 2 and steel I-beam 3;The rigid suspension column 1 is exposed suspension column, is easy to Students ' Learning, just
Property suspension column 1 using ladder basis 12, and on basic 12 1 angles of ladder not pouring concrete to expose steel-column foundation reinforcing bar 13,
Rigid suspension column 1 sets pre-embedded steel slab bearing 15 on bearing-surface, and foundation bolt 14 is worn as the bearing-surface of I-steel steel column 2
It is embedded in pre-embedded steel slab bearing 15 in rigid suspension column 1, to increase the bottom rigidity of I-steel steel column 2, pre-embedded steel slab bearing 15
On be provided with ribs 16, final grouting concrete 17 is provided between pre-embedded steel slab bearing 15 and the rigid bearing-surface of suspension column 1, with profit
The position of I-steel steel column 2 is adjusted, is easy to I-steel steel column 2 to uniformly transfer the pressure for being transmitted to basis.The inner side of I-steel steel column 2
Weld and crane girder 9 is set on steel corbel 8, steel corbel 8, crane girder 9 is connected with steel corbel 8 using firm part;On I-steel girder steel 3
It is welded with roof purline 4;The outside of I-steel steel column 2 sets wall beam 6;The ridge thread end of I-steel girder steel 3 is welded with connecting plate 10,
Connecting plate 10 has mounting hole site 11 to be connected fastener 7.
The roof purline 4 is made using C-type steel or Z-shape steel.The wall beam 6 is made using C-type steel.The roof purline
4 are connected with stiffener 5.The wall beam 6 is connected with stiffener 5.
Claims (5)
1. a kind of detachable I-steel band bracket gate-type steel construction training model, it is characterised in that:Including rigid suspension column (1), work
Word steel steel column (2) and steel I-beam (3);The rigid suspension column (1) is exposed suspension column, and rigid suspension column (1) is using ladder basis
(12), and pouring concrete is not to expose steel-column foundation reinforcing bar (13) on basic (12) angles of ladder, rigid suspension column (1) is made
For the bearing-surface of I-steel steel column (2), pre-embedded steel slab bearing (15) is set on bearing-surface, and foundation bolt (14) is through at pre-buried
Steel plate support (15) is embedded in rigid suspension column (1), and ribs (16), pre-embedded steel slab branch are provided with pre-embedded steel slab bearing (15)
Final grouting concrete (17) is provided between seat (15) and rigid suspension column (1) bearing-surface;Welded on the inside of the I-steel steel column (2)
Crane girder (9) is set on steel corbel (8), steel corbel (8), and crane girder (9) is connected with steel corbel (8) using firm part;I-steel
Roof purline (4) is welded with girder steel (3);Wall beam (6) is set on the outside of I-steel steel column (2);I-steel girder steel (3) ridge line end
Portion is welded with connecting plate (10), and connecting plate (10) has mounting hole site (11) to be connected fastener (7).
2. detachable I-steel band bracket gate-type steel construction training model according to claim 1, it is characterised in that:It is described
Roof purline (4) is made using C-type steel or Z-shape steel.
3. detachable I-steel band bracket gate-type steel construction training model according to claim 1, it is characterised in that:It is described
Wall beam (6) is made using C-type steel.
4. detachable I-steel band bracket gate-type steel construction training model according to claim 1, it is characterised in that:It is described
Roof purline (4) is connected with stiffener (5).
5. detachable I-steel band bracket gate-type steel construction training model according to claim 1, it is characterised in that:It is described
Wall beam (6) is connected with stiffener (5).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621105332.7U CN206331736U (en) | 2016-10-09 | 2016-10-09 | Detachable I-steel band bracket gate-type steel construction training model |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621105332.7U CN206331736U (en) | 2016-10-09 | 2016-10-09 | Detachable I-steel band bracket gate-type steel construction training model |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206331736U true CN206331736U (en) | 2017-07-14 |
Family
ID=59286051
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201621105332.7U Active CN206331736U (en) | 2016-10-09 | 2016-10-09 | Detachable I-steel band bracket gate-type steel construction training model |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206331736U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112324158A (en) * | 2020-11-12 | 2021-02-05 | 长安大学 | Assembling method for H-shaped steel combined special-shaped column portal rigid frame structure |
-
2016
- 2016-10-09 CN CN201621105332.7U patent/CN206331736U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112324158A (en) * | 2020-11-12 | 2021-02-05 | 长安大学 | Assembling method for H-shaped steel combined special-shaped column portal rigid frame structure |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201339250Y (en) | Stiffness structure framework beam preformed steel reinforcement framework structure | |
CN203049832U (en) | Assembling type shear wall structure | |
CN103114681B (en) | High-altitude long-span reinforced concrete beam treat pouring structure | |
CN106567458B (en) | Assembled steel-is mixed to combine Beam-post Frame Structure system | |
CN106968435A (en) | A kind of formwork reinforcement system of L-type shear wall with short piers one-piece casting construction | |
CN106351445B (en) | A kind of strengthening concrete sloping core form assembly bracing reinforcement system and construction method of installation | |
CN108277977A (en) | A kind of column mould reinforcement system and preparation method thereof | |
CN201943356U (en) | Connection structure of structural steel concrete templates and split bolts | |
CN201268921Y (en) | Reinforced bar split heads | |
CN202007535U (en) | Supporting reinforcing structure | |
CN206331736U (en) | Detachable I-steel band bracket gate-type steel construction training model | |
CN110158951A (en) | A kind of frame structure wooden template construction method entirely | |
CN206428805U (en) | A kind of concrete prefabricated balcony of assembled steel | |
CN112922237A (en) | Take telescopic assembled reinforced concrete post and girder steel connected node | |
CN203475310U (en) | Formwork for concrete slabs of composite steel-concrete box girders | |
CN202265906U (en) | Fixing device for anchor bolts of embedded type steel tube concrete column feet | |
CN204001741U (en) | Clear-water concrete connects wall column formwork | |
CN209798774U (en) | Anchor sealing concrete template for rock-soil high slope anchor cable support | |
CN208293762U (en) | A kind of connection structure in steel building | |
CN104295093B (en) | Between frame construction twin columns, deformation joint builds the construction method of formwork system | |
CN103266770A (en) | Construction process of multi-layer sheet type sectional steel frame concrete combined structure | |
CN206753043U (en) | A kind of Structure Beam-column node Hou Jiao areas mould plate supporting device | |
CN207314523U (en) | A kind of Novel steel-mixed bean column node constructing structure | |
CN206331737U (en) | Detachable Truss Steel pole steel beam steel construction training model | |
CN203420477U (en) | Steel structure set-up platform for concrete pouring |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP01 | Change in the name or title of a patent holder | ||
CP01 | Change in the name or title of a patent holder |
Address after: 310020 B1047, building 1, 343 triumphal road, Zhejiang, Hangzhou Patentee after: Zhejiang Taixue Technology Group Co., Ltd Address before: 310020 B1047, building 1, 343 triumphal road, Zhejiang, Hangzhou Patentee before: ZHEJIANG TAIXUE TECHNOLOGY Co.,Ltd. |