CN209413322U - A kind of truss sliding conversion equipment - Google Patents
A kind of truss sliding conversion equipment Download PDFInfo
- Publication number
- CN209413322U CN209413322U CN201822064341.1U CN201822064341U CN209413322U CN 209413322 U CN209413322 U CN 209413322U CN 201822064341 U CN201822064341 U CN 201822064341U CN 209413322 U CN209413322 U CN 209413322U
- Authority
- CN
- China
- Prior art keywords
- plate
- sliding
- truss
- conversion
- conversion equipment
- 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.)
- Expired - Fee Related
Links
- 238000006243 chemical reaction Methods 0.000 title claims abstract description 49
- 230000002787 reinforcement Effects 0.000 claims abstract 3
- 239000007787 solid Substances 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 11
- 238000000034 method Methods 0.000 abstract description 3
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 abstract description 2
- 238000006073 displacement reaction Methods 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 10
- 239000010959 steel Substances 0.000 description 10
- 238000003466 welding Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A kind of truss sliding conversion equipment, comprising conversion bracket and the sliding boots plate connecting with conversion bracket, the bottom surface of the sliding boots plate is provided with limit plate and limit stiffening plate；Convert at least one reinforcement armpit plate at the inner corner trim of bracket；It converts and is provided with pusher otic placode and otic placode stiffening plate on the lateral surface of bracket；Conversion equipment is slid including at least two truss, wherein sliding boots plate is connected on sliding rail, and conversion bracket horizontal segment end is opposite and is connected to truss leg two sides.Truss leg can be clamped limit, and provide lower space for the truss leg with pedestal by the setting of conversion bracket by the utility model in the construction process；And the setting of sliding plate bottom surface locating part, then sliding lateral displacement can be limited, guarantees the force stability of truss leg；The setting of the components such as reinforcement can further strengthen the load performance of sliding conversion equipment；Utility model device component can be prefabricated, and is convenient for constructing operation.
Description
Technical field
The utility model belongs to truss construction field, in particular to a kind of truss slides conversion equipment.
Background technique
Now, emerging in large numbers with long span buildings such as large-scale exhibition center, conference halls, the application of truss is also universal therewith, especially
Some long-span heavy type truss also because of Shi Xingqi, and in the work progress of truss, convert then at truss by the sliding of truss
The key points and difficulties of construction, especially this problem is just more prominent in large span or heavy type truss；Traditional sliding conversion is often adopted
Directly welded with truss leg with steel plate, constructed as piston shoes, but this technology installation it is coarse, easily occur structural instability with
And application operability it is poor the disadvantages of, and divide into the construction of meter backed truss construction Shi Changyong slide device more for truss leg
It is cumbersome, and then increase difficulty and the time of truss sliding construction.Accordingly, it is desirable to provide a kind of sliding conversion equipment, was both easy to
Constructing operation, and facilitate stability under loading in truss construction and then guarantee the stability and timeliness of truss structure sliding.
Utility model content
The utility model proposes a kind of truss to slide conversion equipment, and to solve the above problems, specific technical solution is as follows:
The sliding boots plate that a kind of truss sliding conversion equipment includes conversion bracket and is connect with conversion bracket, the conversion ox
Leg is inverted L-shaped solid block structure, including horizontal segment and vertical section, and wherein the bottom level of vertical section is connected with sliding boots plate.
The main body of the sliding boots plate is rectangular slab, and two ends are arc-shaped to be folded upward at.
The bottom surface of the sliding boots plate is at least a pair of of limit plate, the limit plate is vertically installed with along the length of sliding boots plate
Rectangular slab, each pair of limit plate are symmetrical arranged along the horizontally-parallel interval of sliding boots plate.
Lateral distance adapts to the width of sliding guide rail between the limit plate.
It is connected with limit stiffening plate between the limit plate and sliding boots plate bottom surface, the vertical limit plate of the limit stiffening plate and cunning
Boots board bottom face.
At least one, which is vertically installed with, at the horizontal segment of the conversion bracket and the inner corner trim of vertical section reinforces armpit plate, Duo Gejia
Parallel uniform intervals setting between strong armpit plate.
Pusher otic placode is provided on the conversion bracket vertical section lateral surface opposite with inner corner trim.
The pusher otic placode and vertical section lateral surface are vertically connected with otic placode stiffening plate.
Conversion equipment is slid including at least two truss, wherein two sliding boots plates are connected on sliding rail, two conversions
Bracket horizontal segment end is opposite, and horizontal segment end is correspondingly connected in truss leg two sides.
The utility model has the following beneficial effects:
Truss leg can be clamped limit, Jin Erbao by the setting of conversion bracket by the utility model in the construction process
Its sliding stability is demonstrate,proved, the two sides for converting bracket when in use are fixed, and provide lower space for the truss leg with pedestal, just
In sliding construction；And the setting of sliding plate bottom surface locating part, then it can limit the lateral position that sliding boots plate is in orbit in slipping
It moves, guarantees the force stability of truss leg；The setting of reinforcer on conversion bracket, sliding boots plate and limit plate, can be into one
Step reinforces the load performance of sliding conversion equipment；Utility model device component can be prefabricated, is suitable for various forms of truss
Structure, and constructing operation is easy, is easy to grasp, and can effectively improve construction quality and save working hour.
Detailed description of the invention
Fig. 1 is truss sliding conversion equipment schematic diagram；
Fig. 2 is that truss sliding conversion equipment connection uses schematic diagram.
Appended drawing reference: 1- converts bracket；2- sliding boots plate；3- limit plate；4- pusher otic placode；5- otic placode stiffening plate；6-
Reinforce armpit plate；7- limits stiffening plate；8- truss leg.
Specific embodiment
As shown in Figure 1, a kind of truss slides conversion equipment, include conversion bracket 1 and the sliding boots plate connecting with conversion bracket 1
2, the bracket 1 of converting is inverted L-shaped solid block structure, including horizontal segment and vertical section, and wherein the bottom level of vertical section connects
It is connected to sliding boots plate 2；The main body of the sliding boots plate 2 is rectangular slab, and two ends are arc-shaped to be folded upward at.
In the present embodiment, converts bracket 1 and sliding boots plate 2 is welded by steel plate, and convert bracket 1 and sliding boots plate 2
Joint face equally fixed using welding manner；The bottom surface of sliding boots plate 2 is along the length of sliding boots plate 2 to being vertically welded with two pairs of limits
Plate 3, the limit plate 3 are rectangular steel plates, and each pair of limit plate 3 is symmetrical arranged along the horizontally-parallel interval of sliding boots plate 2；Limit plate
3 lateral distances adapt to the width of sliding guide rail.
In the present embodiment, limit stiffening plate 7 is connected between 2 bottom surface of limit plate 3 and sliding boots plate, the limit stiffening plate 7 is
Rectangular steel plates, rectangular steel plates are long to be vertically welded in 3 lateral surface of limit plate, and rectangular steel plates short side and 2 bottom surface of sliding boots plate to side
Welding.
In the present embodiment, there are two reinforce armpit for vertical welding at the horizontal segment of the conversion bracket 1 and the inner corner trim of vertical section
Plate 6 reinforces parallel and symmetrical setting between armpit plate 6, wherein reinforcing armpit plate 6 is trapezoidal steel plate, one right angle corresponding conversion ox
1 inner corner trim of leg.
In the present embodiment, pusher otic placode 4 is welded on conversion 1 vertical section of the bracket lateral surface opposite with inner corner trim；It is described
Pusher otic placode 4 is the steel plate that one side is ear shaped arc-shaped side, have on steel plate connection pusher hole, pusher otic placode 4 with turn
It changes 1 vertical section lateral surface of bracket and is vertically welded with otic placode stiffening plate 5, wherein otic placode stiffening plate 5 is rectangular steel plates.
As shown in Fig. 2, sliding conversion equipment comprising two truss, designed according to pushing tow, one of them not set pusher
Otic placode 4 and otic placode stiffening plate 5, in construction usage, two sliding boots plates 2 correspondence is connected on sliding rail, two conversion brackets 1
Horizontal segment end is opposite, and horizontal segment end is correspondingly connected in 8 two sides of truss leg.
Obviously, above-described embodiment is only intended to clearly illustrate made by the outstanding feature of the utility model and illustrates, and is not
It is the restriction to the utility model embodiment；For those skilled in the art, basis is used above explained
On can still make other variations or changes in different ways, if not carrying out inventive improvements to it, belong to the utility model
Protection scope.
Claims (9)
1. a kind of truss slides conversion equipment, it is characterised in that: include conversion bracket (1) and the cunning connecting with conversion bracket (1)
Boots plate (2), the bracket (1) of converting is inverted L-shaped solid block structure, including horizontal segment and vertical section, the wherein bottom of vertical section
Portion's horizontal connection has sliding boots plate (2).
2. a kind of truss according to claim 1 slides conversion equipment, it is characterised in that: the main body of the sliding boots plate (2)
For rectangular slab, two ends are arc-shaped to be folded upward at.
3. a kind of truss according to claim 2 slides conversion equipment, it is characterised in that: the bottom surface of the sliding boots plate (2)
It at least a pair of of limit plate (3), the limit plate (3) is vertically installed with is rectangular slab, each pair of limit along the length of sliding boots plate (2)
Plate (3) is symmetrical arranged along the horizontally-parallel interval of sliding boots plate (2).
4. a kind of truss according to claim 3 slides conversion equipment, it is characterised in that: between the limit plate (3) laterally
Distance adapts to the width of sliding guide rail.
5. a kind of truss according to claim 4 slides conversion equipment, it is characterised in that: the limit plate (3) and piston shoes
Limit stiffening plate (7), the vertical limit plate (3) of the limit stiffening plate (7) and sliding boots plate (2) bottom surface are connected between plate (2) bottom surface.
6. a kind of truss according to claim 1 slides conversion equipment, it is characterised in that: the water of conversion bracket (1)
It is vertically installed at least one at the inner corner trim of flat section and vertical section and reinforces armpit plate (6), it is parallel uniform between multiple reinforcement armpit plates (6)
Interval setting.
7. a kind of truss according to claim 6 slides conversion equipment, it is characterised in that: the conversion bracket (1) is vertical
Pusher otic placode (4) are provided on the section lateral surface opposite with inner corner trim.
8. a kind of truss according to claim 7 slides conversion equipment, it is characterised in that: the pusher otic placode (4) with
Vertical section lateral surface is vertically connected with otic placode stiffening plate (5).
9. sliding conversion equipment to truss described in 8 any one according to claim 1, it is characterised in that: include at least two
Truss slides conversion equipment, wherein two sliding boots plates (2) are connected on sliding rail, two conversion bracket (1) horizontal segment ends
Relatively, and horizontal segment end is correspondingly connected in truss leg (8) two sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822064341.1U CN209413322U (en) | 2018-12-10 | 2018-12-10 | A kind of truss sliding conversion equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822064341.1U CN209413322U (en) | 2018-12-10 | 2018-12-10 | A kind of truss sliding conversion equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209413322U true CN209413322U (en) | 2019-09-20 |
Family
ID=67937165
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822064341.1U Expired - Fee Related CN209413322U (en) | 2018-12-10 | 2018-12-10 | A kind of truss sliding conversion equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209413322U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111927107A (en) * | 2020-07-30 | 2020-11-13 | 广州珠江建设发展有限公司 | Steel structure roof truss sliding construction method |
| CN113356599A (en) * | 2021-06-25 | 2021-09-07 | 北京市机械施工集团有限公司 | Construction method for implementing bidirectional sliding of latticed shell by adopting multifunctional operating platform |
-
2018
- 2018-12-10 CN CN201822064341.1U patent/CN209413322U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111927107A (en) * | 2020-07-30 | 2020-11-13 | 广州珠江建设发展有限公司 | Steel structure roof truss sliding construction method |
| CN113356599A (en) * | 2021-06-25 | 2021-09-07 | 北京市机械施工集团有限公司 | Construction method for implementing bidirectional sliding of latticed shell by adopting multifunctional operating platform |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209413322U (en) | A kind of truss sliding conversion equipment | |
| CN208167992U (en) | A kind of sliding support structure that girder steel is connect with concrete column | |
| CN107326813B (en) | Connection structure applied to connection of I-steel and bailey piece | |
| CN206693661U (en) | A kind of novel carbon fiber cloth beam reinforcement structure | |
| CN210388001U (en) | Steel plate welding deformation control device | |
| CN218405811U (en) | Novel assembly structure of assembled steel construction building | |
| CN209293241U (en) | A kind of assembled architecture wallboard intermediate connecting body | |
| CN207620365U (en) | Temporary support structure | |
| CN216616284U (en) | Steel splint that girder steel butt joint was used | |
| CN216516153U (en) | Steel structure crossbeam | |
| CN215803161U (en) | Novel building aluminum alloy template lower margin connecting elements | |
| CN216920208U (en) | Concrete hexagonal block lays positioner | |
| CN205382563U (en) | Steel structure support frame | |
| CN211890235U (en) | Assembled steel construction L type component grinding device | |
| CN212773578U (en) | Independent support system of assembled building quick detach | |
| CN208830522U (en) | A kind of wall corner connecting structure | |
| CN214575731U (en) | Internal corner connecting structure of aluminum alloy template | |
| CN218667218U (en) | T-shaped reinforcing structure of bridge | |
| CN218323180U (en) | Steel construction assembled wallboard node | |
| CN205444473U (en) | Joint construction of concrete beam both sides supporting different grade type floor | |
| CN218881663U (en) | Prefabricated wallboard supporting structure of assembly type structure | |
| CN214942638U (en) | Device for reinforcing wall body support in constructional engineering | |
| CN220848092U (en) | Ethylene propylene diene monomer rubber water stop fixing device | |
| CN207211438U (en) | A kind of high strength steel structure wall | |
| CN217106121U (en) | High-strength bottom leakage-proof aluminum alloy template for building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190920 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |