CN208965712U - Cone shell space truss builds system - Google Patents
Cone shell space truss builds system Download PDFInfo
- Publication number
- CN208965712U CN208965712U CN201821326526.9U CN201821326526U CN208965712U CN 208965712 U CN208965712 U CN 208965712U CN 201821326526 U CN201821326526 U CN 201821326526U CN 208965712 U CN208965712 U CN 208965712U
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- Prior art keywords
- fixing groove
- side wall
- fixed
- link block
- truss
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Abstract
This patent discloses a kind of cone shell space trusses to build system, including prefabricated side wall and top truss, the prefabricated side wall is prefabricated reinforced concrete, the prefabricated side wall top is equipped with several sliding slots, the sliding slot is communicated with fixing groove, top truss edge is fixed with several link blocks, the link block can be slided and be fixed in fixing groove in sliding slot, the prefabricated side wall top is equipped with several fastening assemblies for being used to seal fixing groove, and link block can be fixed in fixing groove by the fastening assembly.This programme solves the problems, such as to build that space truss is time-consuming and laborious, inefficiency in the prior art.
Description
Technical field
The utility model relates to steel construction monolithic architecture construction field, specifically a kind of cone shell space truss, which is built, is
System.
Background technique
Space truss, i.e. ball-joint frame belong to one geometric pattern of light rigid structure contexture.Ball-joint frame usually uses
One multidirectional spacing, the structure being made of tension rail and press rods, now the large scales such as bridge, gymnasium, airport, station and
Special formed build on object is widely used, and is a more and more common Building technology, is particularly suitable for large-scale roof covering, example:
Commercial and industrial plant gate eaves, wherein cone shell space truss is using widest in area.
It in the prior art, is mostly to be connected using by headspace truss and the reinforced frame of building side wall, and pour mixed
Solidifying soil completes building for space truss, and this mode will take considerable time in production steel bar framework, connection and manpower, efficiency
It is lower.
Utility model content
The utility model is intended to provide a kind of cone shell space truss and builds system, to solve to build space in the prior art
The problem of truss is time-consuming and laborious, inefficiency.
In order to achieve the above object, the base case of the utility model is as follows: cone shell space truss builds system, including
Prefabricated side wall and top truss, the prefabricated side wall are prefabricated reinforced concrete, and the prefabricated side wall top is equipped with several sliding slots,
The sliding slot is communicated with fixing groove, and top truss edge is fixed with several link blocks, and the link block can be in sliding slot
It slides and is fixed in fixing groove, the prefabricated side wall top is equipped with several fastening assemblies for being used to seal fixing groove, described tight
Gu link block can be fixed in fixing groove by component.
Base case the utility model has the advantages that (1) is fixed with top truss using prefabricated side wall, realize building for space truss,
It only needs that manually the junction of prefabricated side wall and top truss be fixed, eliminates artificial side wall and the top truss built
Time, to achieve the purpose that save manpower, improve efficiency.
(2) truss edge in top is equipped with link block, by the way that link block to be fixed in fixing groove, realizes to top truss
It is fixed, it on the one hand can prevent top truss from generating shaking during placement and be not easy to install, another program, fixing groove
Bottom surface provides support force to link block, and compared with being commonly directly screwed, this mode is more firm, is unlikely to deform or damages
It is bad.
(3) be arranged sliding slot, enter in fixing groove, play the guiding role convenient for link block so that installation top truss when
It waits more convenient.
Further, the top truss includes central block, gusset and connecting line, during the gusset is circumferentially uniformly fixed on
Around heart block, the connecting line, which circularizes, to be fixed on gusset, and the link block is fixed on the end of gusset.Gusset is as top
Link block is arranged on gusset the main supporting part for holding truss, so that the fixation of top truss is more firm.
Further, the fastening assembly includes limit plate and screw, and the limit plate is fastened by screw and prefabricated side wall
Connection.After link block is put into fixing groove, so that limit plate covers link block and fixing groove, and limit plate is fixed by screw
On prefabricated side wall, limit plate prevents connecting plate from skidding off from fixing groove.
Further, be equipped with threaded hole in the link block and fixed groove sidewall, the link block and fixed groove sidewall it
Between bolt is installed.Link block is connect with fixed groove sidewall, increases the stability that link block is connect with prefabricated side wall.
Further, the fixing groove bottom wall is equipped with several drainage holes, and described drainage hole one end is located at fixing groove bottom wall, described
The drainage hole other end is located at the outer surface of prefabricated side wall.It might have rainwater in sliding slot and fixing groove to fall into, if clearing up not in time,
The stability that prefabricated side wall is connect with top truss may be will affect, and screw etc. gets rusty easily and damages, drainage hole can
The water in sliding slot, fixing groove is discharged in time, guarantees the drying inside sliding slot and fixing groove, is more advantageous to top truss and is fixed on
On prefabricated side wall.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model embodiment；
Fig. 2 is the structural schematic diagram of the link block and fixing groove cooperation in the utility model embodiment；
Fig. 3 is the side view of Fig. 2.
Specific embodiment
It is further described below by specific embodiment:
Appended drawing reference in Figure of description includes: prefabricated side wall 1, central block 2, gusset 3, connecting line 4, link block 5, slides
Slot 6, fixing groove 7, limit plate 8, screw 9, drainage hole 10.
Embodiment
Substantially cone shell space truss builds system, including prefabricated side wall 1 and top truss, prefabricated side wall as shown in Figure 1:
1 is prefabricated reinforced concrete, and top truss includes 2,16 pieces of gussets 3 of central block and connecting line 4, and gusset 3 is circumferential uniformly solid
It is scheduled on around central block 2, connecting line 4, which circularizes, to be fixed on gusset 3.In conjunction with shown in Fig. 2, Fig. 3, prefabricated 1 top of side wall is set
There are 16 sliding slots 6, sliding slot 6 is communicated with fixing groove 7, and the end of gusset 3 is welded with link block 5, and link block 5 can be in sliding slot 6
Interior sliding is simultaneously fixed in fixing groove 7, and threaded hole, link block 5 and 7 side of fixing groove are equipped on 7 side wall of link block 5 and fixing groove
Bolt is installed between wall.Prefabricated 1 top of side wall is equipped with several fastening assemblies for being used to seal fixing groove 7, and fastening assembly includes
Limit plate 8 and screw 9, limit plate 8 are fastenedly connected by screw 9 with prefabricated side wall 1.Fastening assembly can be fixed by link block 5
In fixing groove 7.
7 bottom wall of fixing groove is equipped with several drainage holes 10, and 10 one end of drainage hole is located at 7 bottom wall of fixing groove, and drainage hole 10 is another
End is located at the outer surface of prefabricated side wall 1.
Specific implementation process is as follows: it will be fixed on bottom surface by the prefabricated prefabricated side wall 1 of armored concrete, it then will molding
Top surface truss sling with loop wheel machine and be transported to the surface of prefabricated side wall 1.It guides link block 5 to enter in sliding slot 6 and gradually will
Truss decentralization in top surface then rotates top surface truss and link block 5 is entered in fixing groove 7.Limit plate 8 is manually passed through into screw 9
It is fixed at link block 5, prevents link block 5 from skidding off outside fixing groove 7, and manually make link block 5 and fixing groove 7 using bolt
Side wall is fixed.
It might have rainwater in sliding slot 6 and fixing groove 7 to fall into, if clearing up not in time, prefabricated side wall 1 and top may be will affect
The stability of truss connection is held, and screw 9 etc. gets rusty easily and damages, drainage hole 10 can be in time by sliding slot 6, fixing groove 7
In water discharge, guarantee the drying inside sliding slot 6 and fixing groove 7, be more advantageous to top truss and be fixed on prefabricated side wall 1.
Above-described is only the embodiments of the present invention, the common sense such as well known specific structure and/or characteristic in scheme
It does not describe excessively herein.It should be pointed out that for those skilled in the art, before not departing from the utility model structure
It puts, several modifications and improvements can also be made, these also should be considered as the protection scope of the utility model, these all will not shadow
Ring effect and patent practicability that the utility model is implemented.This application claims protection scope should be in its claim
Subject to appearance, the records such as specific embodiment in specification can be used for explaining the content of claim.
Claims (5)
1. cone shell space truss builds system, it is characterised in that: including prefabricated side wall and top truss, the prefabricated side wall is
Prefabricated reinforced concrete, the prefabricated side wall top are equipped with several sliding slots, and the sliding slot is communicated with fixing groove, the top truss
Edge is fixed with several link blocks, and the link block can be slided and be fixed in fixing groove in sliding slot, the prefabricated side wall
Top is equipped with several fastening assemblies for being used to seal fixing groove, and link block can be fixed in fixing groove by the fastening assembly.
2. cone shell space truss according to claim 1 builds system, it is characterised in that: during the top truss includes
Heart block, gusset and connecting line, the gusset are circumferentially uniformly fixed on around central block, and the connecting line, which circularizes, to be fixed on
On gusset, the link block is fixed on the end of gusset.
3. cone shell space truss according to claim 2 builds system, it is characterised in that: the fastening assembly includes limit
Position plate and screw, the limit plate are fastenedly connected by screw and prefabricated side wall.
4. cone shell space truss according to claim 1 builds system, it is characterised in that: the link block and fixing groove
It is equipped with threaded hole on side wall, bolt is installed between the link block and fixed groove sidewall.
5. cone shell space truss according to claim 4 builds system, it is characterised in that: the fixing groove bottom wall is equipped with
Several drainage holes, described drainage hole one end are located at fixing groove bottom wall, and the drainage hole other end is located at the outer surface of prefabricated side wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821326526.9U CN208965712U (en) | 2018-08-15 | 2018-08-15 | Cone shell space truss builds system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821326526.9U CN208965712U (en) | 2018-08-15 | 2018-08-15 | Cone shell space truss builds system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208965712U true CN208965712U (en) | 2019-06-11 |
Family
ID=66752239
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821326526.9U Active CN208965712U (en) | 2018-08-15 | 2018-08-15 | Cone shell space truss builds system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208965712U (en) |
-
2018
- 2018-08-15 CN CN201821326526.9U patent/CN208965712U/en active Active
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