CN209989947U - Cable end node adaptive to cable length installation error - Google Patents
Cable end node adaptive to cable length installation error Download PDFInfo
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- CN209989947U CN209989947U CN201920213312.9U CN201920213312U CN209989947U CN 209989947 U CN209989947 U CN 209989947U CN 201920213312 U CN201920213312 U CN 201920213312U CN 209989947 U CN209989947 U CN 209989947U
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Abstract
The application discloses long installation error's of adaptation cable end node includes: the steel compression ring beam, the stay cable and the cable head arranged at the end part of the stay cable; further comprising: the connecting plate comprises a first end plate and a second end plate, wherein the first end plate and the second end plate are provided with a plurality of through holes, an ear plate is vertically fixed at the plate surface of one side of the first end plate, and a connecting plate is vertically fixed at the plate surface of one side of the second end plate; the first end plate with the second end plate pastes to paste and leans on and arranges to the two with the help of wearing to locate bolt in the through-hole and with bolt complex nut fastening connection, the pinhole has been seted up on the otic placode, wear to establish in the pinhole with the round pin axle that the cable head is connected, the connecting plate with the steel compression ring roof beam is fixed. The cable end node can offset installation errors of cable lengths and steel compression ring beam structures.
Description
Technical Field
The application relates to the field of building structure design, in particular to a cable end node adaptive to cable length installation errors.
Background
In the orthogonal single-layer cable net structure, the stay cable length error and the installation error have very adverse effects on the form and the structural bearing capacity of the cable net, and analysis shows that the short cable is influenced most by the error, and the cable force error can reach 50 percent at most. And the rope length error and the installation error are difficult to completely avoid.
Disclosure of Invention
The purpose of the application is: aiming at the problems, the cable end node adaptive to the cable length installation error is provided, and the cable end node can offset the cable length and the installation error of the steel compression ring beam structure.
The technical scheme of the application is as follows:
a rope end node for accommodating rope length installation errors, comprising:
the steel press ring beam is arranged on the upper surface of the steel press ring beam,
a stay cable, and
a cable head arranged at the end part of the cable;
further comprising:
a first end plate and a second end plate which are provided with a plurality of through holes,
an ear plate vertically fixed at a side plate surface of the first end plate, and
the connecting plate is vertically fixed on the plate surface on one side of the second end plate;
the first end plate with the second end plate pastes to paste and leans on and arranges to the two with the help of wearing to locate bolt in the through-hole and with bolt complex nut fastening connection, the pinhole has been seted up on the otic placode, wear to establish in the pinhole with the round pin axle that the cable head is connected, the connecting plate with the steel compression ring roof beam is fixed.
On the basis of the technical scheme, the application also comprises the following preferable scheme:
the ear plate is provided with two, and these two ear plates are parallel interval arrangement.
And the connecting plate is welded and fixed with the steel pressure ring beam.
The first end plate and the second end plate are square plates.
The lug plate is welded and fixed with the first end plate.
The ear plate and the first end plate are of an integrated structure.
And the connecting plate is welded and fixed with the second end plate.
The connecting plate and the second end plate are of an integral structure.
And the connecting plate is fixed with the steel compression ring beam.
And a reinforcing plate is vertically welded between the connecting plate and the second end plate.
The application has the following beneficial effects that:
this application cable is not directly connected with the steel compression ring roof beam, but with the help of otic placode, first end plate, connecting plate and the indirect transitional coupling of second end plate and steel compression ring roof beam. When the length of the inhaul cable has an error (particularly, the size is smaller than an ideal value), the error can be compensated (counteracted) by adjusting the size of the ear plate.
Drawings
The present application will be further described with reference to the following drawings and specific embodiments:
fig. 1 is a schematic structural diagram of a cable end node in an embodiment of the present application;
FIG. 2 is a schematic view of the position of the first end plate, the ear plate and the pin of FIG. 1;
wherein: 1-steel compression ring beam, 2-inhaul cable, 3-cable head, 4-first end plate, 5-second end plate, 6-lug plate, 7-connecting plate, 8-pin shaft and 9-reinforcing plate.
Detailed Description
Fig. 1 shows a specific embodiment of the cable end node for accommodating the cable length installation error, which comprises a steel compression ring beam 1, a cable 2 and a cable head 3 arranged at the end of the cable.
The key improvement of this embodiment is that there is also provided a first end plate 4, a second end plate 5, an ear plate 6 and a connecting plate 7. Wherein:
the lug plate 6 is vertically fixed on one side of the first end plate 4, and the lug plate 6 and the first end plate 4 can be respectively an integral casting piece or two independent pieces which are mutually welded and fixed.
The connecting plate 7 is vertically fixed on one side plate surface of the second end plate 5, and the connecting plate 7 and the second end plate 5 can be respectively an integral casting piece or two independent pieces which are mutually welded and fixed. And the connecting plate 7 is welded and fixed with the steel pressure ring beam 1.
The first end plate 4 and the second end plate 5 are arranged in an abutting manner, and both are provided with a plurality of (6 in the figure) through holes. And the first end plate 4 and the second end plate 5 are fastened and connected by means of bolts inserted through the through holes and nuts fitted with the bolts. The bolt is a high-strength bolt.
The pin hole has been seted up on otic placode 6, wears to establish the round pin axle 8 that is connected with cable head 3 in this pinhole, so realizes 2 tip of cable and otic placode 6 fixed, and otic placode 6 is fixed mutually with steel clamping ring roof beam 1 again, goes on and has realized the fixed connection of cable 2 with steel clamping ring roof beam 1.
During assembly, the connecting plate 7 and the second end plate 5 which are fixed together are installed on the steel compression ring beam 1, namely the connecting plate 7 and the steel compression ring beam 1 are fixed. After measuring the installation error of cable length error and steel compression ring beam structure, modify the size of otic placode 6, guarantee that the center of round pin axle 8 is located the design position, refabricate otic placode 6 and first end plate 4 of reciprocal anchorage, with high strength bolt with first end plate 4 and second end plate 5 fastening connection.
From top to bottom, because the cable 2 is not directly connected with the steel compression ring roof beam 1, but with the help of otic placode 6, first end plate 4, connecting plate 7 and second end plate 5 with the indirect transitional coupling of steel compression ring roof beam 1. When the length of the inhaul cable 2 has an error (particularly, the size is smaller than an ideal value), the error can be compensated by adjusting the size of the lug plate 6.
In this embodiment, in order to improve the connection stability, the two ear plates 6 are fixedly disposed on the first end plate 4, and the two ear plates 6 are arranged in parallel at intervals. The pin shaft 8 simultaneously penetrates through the pin holes of the two lug plates 6.
The first end plate 4 and the second end plate 5 are square plates which are easy to manufacture.
In order to enhance the connection strength between the connection plate 7 and the second end plate 5, a plurality of triangular reinforcing plates 9 are perpendicularly welded between the connection plate 7 and the second end plate 5 in the present embodiment.
It should be understood that the above-mentioned embodiments are only illustrative of the technical concepts and features of the present application, and the present application is not limited thereto. All equivalent changes and modifications made according to the spirit of the main technical scheme of the application are covered in the protection scope of the application.
Claims (9)
1. A rope end node for accommodating rope length installation errors, comprising:
a steel press ring beam (1),
a cable (2), and
a cable head (3) arranged at the end part of the cable;
it is characterized by also comprising:
a first end plate (4) and a second end plate (5) which are provided with a plurality of through holes,
an ear plate (6) vertically fixed on one side of the first end plate (4), and
the connecting plate (7) is vertically fixed on the plate surface of one side of the second end plate (5);
first end plate (4) with second end plate (5) are leaned on and arrange to the two with the help of wearing to locate bolt in the through-hole and with bolt complex nut fastening connection, the pinhole has been seted up on otic placode (6), wear to establish in the pinhole with round pin axle (8) that cable head (3) are connected, connecting plate (7) with steel compression ring roof beam (1) is fixed.
2. Rope end node to accommodate rope length installation errors according to claim 1, characterized in that the ear plate (6) is provided with two pieces and that the two ear plates (6) are arranged in parallel spaced apart.
3. Rope end joint to accommodate rope length installation errors according to claim 1, characterized in that the connection plate (7) is welded to the steel crimp ring beam (1).
4. Rope end node to accommodate rope length installation errors according to claim 1, characterized in that the first end plate (4) and the second end plate (5) are both square plates.
5. Rope end node to accommodate rope length installation errors according to claim 1, characterised in that the ear plate (6) is welded fixed to the first end plate (4).
6. Rope end node to accommodate rope length installation errors according to claim 1, characterized in that the ear plate (6) is of one-piece construction with the first end plate (4).
7. Rope end node to accommodate rope length installation errors according to claim 1, characterised in that the connection plate (7) is welded fixed to the second end plate (5).
8. Rope end node to accommodate rope length installation errors according to claim 1, characterised in that the connection plate (7) is of one piece construction with the second end plate (5).
9. Rope end node to accommodate rope length installation errors according to claim 1, characterized in that a reinforcement plate (9) is welded perpendicularly between the connection plate (7) and the second end plate (5).
Priority Applications (1)
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CN201920213312.9U CN209989947U (en) | 2019-02-20 | 2019-02-20 | Cable end node adaptive to cable length installation error |
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CN201920213312.9U CN209989947U (en) | 2019-02-20 | 2019-02-20 | Cable end node adaptive to cable length installation error |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111894135A (en) * | 2020-07-17 | 2020-11-06 | 中国建筑第八工程局有限公司 | Cable structure pressure ring node positioning and mounting method |
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2019
- 2019-02-20 CN CN201920213312.9U patent/CN209989947U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111894135A (en) * | 2020-07-17 | 2020-11-06 | 中国建筑第八工程局有限公司 | Cable structure pressure ring node positioning and mounting method |
CN111894135B (en) * | 2020-07-17 | 2021-09-21 | 中国建筑第八工程局有限公司 | Cable structure pressure ring node positioning and mounting method |
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