CN206768858U - Assembled external application construction elevator base steel plinth - Google Patents
Assembled external application construction elevator base steel plinth Download PDFInfo
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- CN206768858U CN206768858U CN201720482268.2U CN201720482268U CN206768858U CN 206768858 U CN206768858 U CN 206768858U CN 201720482268 U CN201720482268 U CN 201720482268U CN 206768858 U CN206768858 U CN 206768858U
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Abstract
Assembled external application construction elevator base steel plinth, applied to SC200/200 series construction elevators, it is made up of 7 longitudinal steel, the long steel of 2 transverse directions, 4 short steel of transverse direction, it is characterized in that：7 longitudinal steel are parallel and parallel with the long steel vertical connection of 2 transverse directions, 2 long steel of transverse direction.The utility model reduces construction costs, shortens the construction period on the premise of it ensure that construction quality, safety, in turn ensure that after dismounting without building waste and it is repeatable be used in turn, the advantages of having reached energy-conserving and environment-protective green construction.
Description
Technical field
The utility model is applied to SC200/200 series basic structure of construction elevator, specially assembled sizing steel construction
Basis, it repeats and is used in turn.
Background technology
China carries out material transportation in the skyscraper decorations stage using external application construction elevator more at present, and use is general
And rate is higher.The basis of external application construction elevator is reinforced concrete structure substantially, and the problem of existing has, and needs to consider base before construction
Whether plinth position mutually conflicts with tube net outside；During longer construction needed due to reinforcing bar colligation, concreting and hardening
Time；Construction needs to abolish or buried after terminating can not repeat to be used in turn, and cause waste of material, produce building waste.
The content of the invention
The shortcomings that for external application construction elevator reinforced concrete foundation, using H profile steel, steel plate and high-strength bolt, that can fill
Repeated with formula and switch to starting point in week, be improved.So as to change, the long construction period in traditional handicraft, cost are high, produce and build
Building refuse is more, the drawbacks of can not being used in turn.
The technical solution of the utility model：Assembled external application construction elevator base steel plinth, by 7 longitudinal steel, 2 horizontal length
The short steel composition of steel, 4 transverse directions, it is characterized in that：7 longitudinal steel it is parallel and with the long steel vertical connection of 2 transverse directions, 2 long steel of transverse direction
It is parallel；
1st longitudinal steel is connected to one end of 2 long steel of transverse direction, the 2nd longitudinal the 1st longitudinal steel 650mm of steel distance, and
3 longitudinal the 2nd longitudinal steel 2034mm of steel distance, the 4th longitudinal steel are located at the center of the 3rd longitudinal steel and the 5th longitudinal steel
Between, the distance between the 3rd longitudinal steel and the 5th longitudinal steel are 500mm, the 6th longitudinal the 5th longitudinal steel of steel distance
2034mm, the 7th longitudinal the 6th longitudinal steel 650mm of steel distance.
Two short steel of transverse direction, the 5th longitudinal steel and the 6th longitudinal direction are connected between 2nd longitudinal steel and the 3rd longitudinal steel
Be connected with the short steel of other two transverse directions between steel, the distance between two short steel of transverse direction are 1110 mm, laterally short steel with it is adjacent
Laterally the distance between long steel is 1180 mm, and the distance between two short steel of transverse direction are 1110 mm in addition, in addition two transverse directions
The distance between short steel and the long steel of adjacent transverse direction are 1180 mm；
Two suspension ring are welded with the 1st longitudinal steel, the 7th longitudinal steel；
Each connecting node passes through connecting plate and bolt connection；
Centered on distance described in the utility model away from.
7 longitudinal steel, the long steel of 2 transverse directions, 4 short steel of transverse direction use I-steel.
The utility model reduces construction costs, shortens the construction period on the premise of it ensure that construction quality, safety,
In turn ensure that after dismounting without building waste and it is repeatable be used in turn, the advantages of having reached energy-conserving and environment-protective green construction.
Brief description of the drawings
Fig. 1 is structure chart of the present utility model.
Fig. 2 is the structure chart for connecting contact.
In figure, 1, suspension ring, 2, the 1st longitudinal steel, 3, the 2nd longitudinal steel, the 4, connection contact, the 5, the 1st horizontal long steel, 6, the
1 horizontal short steel, the 7, the 2nd horizontal short steel, 8, the 3rd longitudinal steel, 9, the 4th longitudinal steel, 10, the 5th longitudinal steel, the 11, the 3rd laterally
Short steel, the 12, the 4th horizontal short steel, the 13, the 2nd horizontal long steel, 14, the 6th longitudinal steel, 15, the 7th longitudinal steel, 16, bolt, 17,
I-steel, 18, connecting plate.
Embodiment
Shown in Fig. 1, the utility model is by 7 longitudinal steel（That is the 1st longitudinal steel 2, the 2nd longitudinal steel 3, the 3rd longitudinal steel
8th, the 4th longitudinal steel 9, the 5th longitudinal steel 10, the 6th longitudinal steel 14, the 7th longitudinal steel 15）, 2 pieces long steel of transverse direction（I.e. the 1st is horizontal
To the horizontal long steel 13 of long steel the 5, the 2nd）, 4 pieces short steel of transverse direction（The horizontal short steel 11 of the short short steel the 7, the 3rd of the transverse direction of steel the 6, the 2nd of i.e. the 1st transverse direction,
4th horizontal short steel 12）Composition, it is characterized in that 7 longitudinal steel are parallel and put down with the long steel vertical connection of 2 transverse directions, 2 long steel of transverse direction
OK；
1st longitudinal steel is connected to one end of 2 long steel of transverse direction, the 2nd longitudinal the 1st longitudinal steel 650mm of steel distance, and
3 longitudinal the 2nd longitudinal steel 2034mm of steel distance, the 4th longitudinal steel are located at the center of the 3rd longitudinal steel and the 5th longitudinal steel
Between, the distance between the 3rd longitudinal steel and the 5th longitudinal steel are 500mm, the 6th longitudinal the 5th longitudinal steel of steel distance
2034mm, the 7th longitudinal the 6th longitudinal steel 650mm of steel distance.
Two short steel of transverse direction, the 5th longitudinal steel and the 6th longitudinal direction are connected between 2nd longitudinal steel and the 3rd longitudinal steel
Be connected with the short steel of other two transverse directions between steel, the distance between two short steel of transverse direction are 1110 mm, laterally short steel with it is adjacent
Laterally the distance between long steel is 1180 mm, and the distance between two short steel of transverse direction are 1110 mm in addition, in addition two transverse directions
The distance between short steel and the long steel of adjacent transverse direction are 1180 mm；
Two suspension ring 1 are welded with the 1st longitudinal steel, the 7th longitudinal steel.
Shown in Fig. 2, each connecting node of the present utility model is connected by connecting plate 18 with bolt 16；Share 22 companies
Contact.Such as：Connection contact between 1st longitudinal steel and 2 long steel of transverse direction；2nd longitudinal steel and 2 long steel of transverse direction it
Between connection contact；Connection contact between 3rd longitudinal steel and 2 long steel of transverse direction；4th longitudinal steel and 2 long steel of transverse direction
Between connection contact；Connection contact between 5th longitudinal steel and 2 long steel of transverse direction；6th longitudinal steel and 2 horizontal length
Connection contact between steel；Connection contact between 7th longitudinal steel and 2 long steel of transverse direction；
Connection contact between 1st horizontal short steel 6 and the 2nd longitudinal steel 3, the 3rd longitudinal steel 8；
Connection contact between 2nd horizontal short steel 7 and the 2nd longitudinal steel 3, the 3rd longitudinal steel 8；
Connection contact between 3rd horizontal short steel 11 and the 5th longitudinal steel 10, the 6th longitudinal steel 14；
Connection contact between 4th horizontal short steel 12 and the 5th longitudinal steel 10, the 6th longitudinal steel 14.
7 longitudinal steel, the long steel of 2 transverse directions, 4 short steel of transverse direction are made using I-steel 17.
Connecting plate 18 is made using steel plate thick 10mm.
The utility model improve speed of application, saved it is artificial, reduce building waste and can repeatedly be used in turn.
Claims (2)
1. assembled external application construction elevator base steel plinth, it is made up of 7 longitudinal steel, the long steel of 2 transverse directions, 4 short steel of transverse direction, its feature
It is：7 longitudinal steel are parallel and parallel with the long steel vertical connection of 2 transverse directions, 2 long steel of transverse direction；
1st longitudinal steel is connected to one end of 2 long steel of transverse direction, the 2nd longitudinal the 1st longitudinal steel 650mm of steel distance, the 3rd
Longitudinal the 2nd longitudinal steel 2034mm of steel distance, the 4th longitudinal steel are located at the middle of the 3rd longitudinal steel and the 5th longitudinal steel,
The distance between 3rd longitudinal steel and the 5th longitudinal steel are 500mm, the 6th longitudinal the 5th longitudinal steel 2034mm of steel distance,
7 longitudinal the 6th longitudinal steel 650mm of steel distance；
Be connected with two short steel of transverse direction between 2nd longitudinal steel and the 3rd longitudinal steel, the 5th longitudinal steel and the 6th longitudinal steel it
Between be connected with the short steel of other two transverse directions, the distance between two short steel of transverse direction are 1110 mm, laterally short steel and adjacent transverse direction
The distance between long steel is 1180 mm, and the distance between two short steel of transverse direction are 1110 mm in addition, in addition two short steel of transverse direction
The distance between adjacent long steel of transverse direction is 1180 mm；Two are welded with the 1st longitudinal steel, the 7th longitudinal steel to hang
Ring.
2. assembled external application construction elevator base steel plinth according to claim 1, it is characterized in that：Each connecting node passes through company
Fishplate bar and bolt connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720482268.2U CN206768858U (en) | 2017-05-03 | 2017-05-03 | Assembled external application construction elevator base steel plinth |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720482268.2U CN206768858U (en) | 2017-05-03 | 2017-05-03 | Assembled external application construction elevator base steel plinth |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206768858U true CN206768858U (en) | 2017-12-19 |
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ID=60648907
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720482268.2U Active CN206768858U (en) | 2017-05-03 | 2017-05-03 | Assembled external application construction elevator base steel plinth |
Country Status (1)
| Country | Link |
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| CN (1) | CN206768858U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109881703A (en) * | 2019-02-28 | 2019-06-14 | 中天建设集团有限公司 | A kind of regularization construction elevator base steel plinth and its construction method |
-
2017
- 2017-05-03 CN CN201720482268.2U patent/CN206768858U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109881703A (en) * | 2019-02-28 | 2019-06-14 | 中天建设集团有限公司 | A kind of regularization construction elevator base steel plinth and its construction method |
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