CN204873621U - Adjustable tower crane attaches wall connecting rod - Google Patents
Adjustable tower crane attaches wall connecting rod Download PDFInfo
- Publication number
- CN204873621U CN204873621U CN201520657907.5U CN201520657907U CN204873621U CN 204873621 U CN204873621 U CN 204873621U CN 201520657907 U CN201520657907 U CN 201520657907U CN 204873621 U CN204873621 U CN 204873621U
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- tubular structure
- hole
- tower crane
- channel
- connect
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Abstract
The utility model discloses an adjustable tower crane attaches wall connecting rod, including the bottom plate, set up at the bottom plate middle part and connect the monaural board, set up in the bottom of tubular structure no. 3 and connect ears board no. 2 and should connect ears board no. 2 and be connected the monaural board and connect, set up two -way adjusting screw and fix each other and weld at tubular structure no. 3 and tubular structure erjian, in the two insert tube column structures no. 1 of tubular structure, evenly set up through -hole no. 1 on tubular structure no. 1, set up through -hole no. 2 at tubular structure no. 2, the utility model discloses an adjusting the length modes for two kinds and realizing that tower cranes attach the length adjustment of wall connecting rod, one kind is that the section is adjusted between realizing through through -hole no. 1, through -hole no. 2 and cylindric lock syngamy, and the another kind adopts that two -way adjusting screw is linear to be adjusted, is greater than when singly organizing the through -hole interval when two -way adjusting screw's regulation length interval, can realize that it changes to attach the any length range of wall connecting rod to the tower crane, the precision height, and maneuverability is strong.
Description
Technical field
The utility model relates to a kind of adjustable tower crane attached wall pipe link, belongs to crane machine field engineering field in building operation.
Background technology
Along with the development of modern economy, City complex building has become the megatrend of modern architecture development, and agent structure complex contour is changeable, and tower crane often occurs that in installation process tower body distance structural edge is apart from excessive or too small, cannot be fixed tower crane.
Utility model content
The purpose of this utility model is: for the defect of prior art, and provide a kind of adjustable tower crane attached wall pipe link, it is easy for installation, and structure is simple, and firmly, setting range is large, is easy to construction, to overcome the deficiencies in the prior art.
The technical solution of the utility model
A kind of adjustable tower crane attached wall pipe link, comprise base plate, portion arranges and connects monaural plate in the soleplate, arrange in the bottom of tubular structure three and connect bi-lug plate two and this connection bi-lug plate two and be connected monaural plate and connect, bidirectional modulation screw rod is set between tubular structure three with tubular structure two and is fixed to one another and weld, in tubular structure two tubular structure one, tubular structure one evenly arranges through hole one, the through hole two that setting space is consistent with through hole one on tubular structure two, by through hole one, through hole two and cylindrical pin are fitted to each other and realize the position relationship of adjustment tubular structure two and tubular structure one, , arrange on the top of tubular structure one and connect bi-lug plate one.
In aforesaid one adjustable tower crane attached wall pipe link, connecting bore is set in base plate surrounding and realizes base plate and earth's surface is fixed.
In aforesaid one adjustable tower crane attached wall pipe link, described tubular structure three by two groups of channel-section steels three with notch each other in opposite directions mode correspondence formed sealed tubular structure and the front and back end of tubular structure three realizes sealing.
In aforesaid one adjustable tower crane attached wall pipe link, described tubular structure two by two groups of channel-section steels two with notch each other in opposite directions mode correspondence formed sealed tubular structure and the front and back end of tubular structure two realizes sealing, tubular structure two is evenly arranged through hole two.
In aforesaid one adjustable tower crane attached wall pipe link, described tubular structure one by two groups of channel-section steels one with notch each other in opposite directions mode to putting, and form gap between channel-section steel one, what on the upper following wing of channel-section steel one, realize two channel-section steels one by contiguous block one uniform welding is connected to form tubular structure, contiguous block one arranges through hole one, this through hole one position is corresponding with interstitial site, sealing baffle one is set on the top of tubular structure one and realizes tubular structure one one-way sealing, by arranging gap, effectively can remove the foreign material in tubular structure one fast, observe tubular structure one and tubular structure two mated condition simultaneously, ensure that connection is safe and reliable.
Owing to have employed technique scheme, compared with prior art, the utility model adopts channel-section steel material conventional in construction trade to make, selection is convenient, manufacturing procedure is simple, the length adjustment regulating length wise to realize tower crane attached wall pipe link by two kinds, one is by through hole one, through hole two and cylindrical pin coordinate section between realization to regulate, another kind adopts bidirectional modulation screw rod linear regulation, when the adjustment length of interval of bidirectional modulation screw rod is greater than single group through-hole spacing, can realize any length range change of tower crane attached wall pipe link, precision is high, workable, the utility model structure is simple, easy to make, practical.
Accompanying drawing explanation
Accompanying drawing 1 is structural representation of the present utility model;
Accompanying drawing 2 is the A-A cutaway view of accompanying drawing 1;
Accompanying drawing 3 is the B-B cutaway view of accompanying drawing 1;
Accompanying drawing 4 is the C-C cutaway view of accompanying drawing 1.
Detailed description of the invention
Below in conjunction with accompanying drawing to the utility model with being described in further detail, but not as to any restriction of the present utility model.
Embodiment of the present utility model: a kind of method for making of adjustable tower crane attached wall pipe link, adopt two groups of channel-section steels one with notch each other in opposite directions mode to putting, and form gap between channel-section steel one, what on the upper following wing of channel-section steel one, realize two channel-section steels one by contiguous block one uniform welding is connected to form tubular structure one, contiguous block one arranges through hole one, this through hole one position is corresponding with interstitial site, on the top of tubular structure one, sealing baffle one is set, adopt two groups of channel-section steels two and with notch each other in opposite directions mode correspondence form the tubular structure two closed, this tubular structure two evenly arranges through hole two and between this through hole two between spacing with through hole one spacing consistent, the front and back end adopting baffle plate two to be welded on tubular structure two realizes sealing, also by through hole one in this tubular structure two tubular structure one, through hole two and cylindrical pin are fitted to each other and realize the position relationship of adjustment tubular structure two and tubular structure one, arrange on the top of tubular structure one and connect bi-lug plate one, adopt two groups of channel-section steels three with notch each other in opposite directions mode correspondence form the tubular structure three closed, between bottom tubular structure three top and tubular structure two, bidirectional modulation screw rod is set and is welded to one another fixing, arrange bottom tubular structure three and connect bi-lug plate two, connecting bore is set in base plate surrounding and realizes base plate and earth's surface is fixed, portion arranges and connects monaural plate and this monaural plate and the making being connected bi-lug plate two cooperation and completing adjustable tower crane attached wall pipe link in the soleplate.
One constructed by said method adjustable tower crane attached wall pipe link, as shown in drawings, comprise base plate 1, connecting bore 11 is set in base plate 1 surrounding and realizes base plate and earth's surface is fixed, arrange in the middle part of base plate 1 and connect monaural plate 2, arrange in the bottom of tubular structure 33 and connect bi-lug plate 24 and this connection bi-lug plate 24 and be connected monaural plate 3 and connect, this tubular structure 33 by two groups of channel-section steels 3 12 with notch each other in opposite directions mode correspondence formed sealed tubular structure and the front and back end of tubular structure 33 realizes sealing, bidirectional modulation screw rod 6 is set between tubular structure 33 with tubular structure 25 and is fixed to one another and weld, this tubular structure 25 by two groups of channel-section steels 2 13 with notch each other in opposite directions mode correspondence formed sealed tubular structure and the front and back end of tubular structure 25 realizes sealing, in tubular structure 25 tubular structure 1, this tubular structure 1 by two groups of channel-section steels 1 with notch each other in opposite directions mode to putting, and form gap 15 between channel-section steel 1, what on the upper following wing of channel-section steel 1, realize two channel-section steels 1 by contiguous block 1 uniform welding is connected to form tubular structure, contiguous block 1 arranges through hole 1, this through hole 1 position is corresponding with interstitial site 15, sealing baffle 1 is set on the top of tubular structure 1 and realizes tubular structure 1 one-way sealing, the through hole 29 that setting space is consistent with through hole 1 on tubular structure 25, by through hole 1, through hole 29 and cylindrical pin 10 are fitted to each other and realize the position relationship of adjustment tubular structure 25 and tubular structure 1, arrange on the top of tubular structure 1 and connect bi-lug plate 1.
Concrete manufacturing process
Step one, contiguous block one make: by steel plate thick for 10mm, and the oblong cutting into 18 150mm × 120mm forms contiguous block one, and the circular hole boring d=50mm in center forms through hole one;
Step 2, tubular structure one make: get 18# channel-section steel and cut into two that length is 2800mm, by two channel-section steels to putting and forming gap to each other, connecting panel one is done with the steel plate made, at the two-sided welding of two channel-section steels, steel plate is uniformly distributed according to spacing 300mm, adopt baffle plate one sealing being of a size of 10*180*200mm in one end of tubular structure one, and connection bi-lug plate is set on baffle plate one;
Step 3, tubular structure two make: get 14# channel-section steel and cut into each two that length is 3000mm, respectively by equal for length two channel-section steels to putting weld together, form square column, and long for 3000mm steel column is evenly bored the circular hole (through hole two) of d=50mm according to spacing 300mm, the guard seal being of a size of 10*180*200mm is adopted in the front and back end of tubular structure two;
Step 4, tubular structure three make: get 14# channel-section steel and cut into each two that length is 3000mm, respectively by equal for length two channel-section steels to putting weld together, form square column, adopt in the front and back end of tubular structure three and be of a size of the guard seal of 10*180*200mm, and be positioned at the baffle plate bottom tubular structure three arranges connect bi-lug plate and;
Step 5, otic placode make: by steel plate thick for 10mm, cut into the oblong steel plate being of a size of 180mm × 200mm, cut into semicircle and bore the circular hole of d=50mm in center in one end of oblong steel plate;
Step 6, bidirectional modulation screw rod is welded between tubular structure one and tubular structure two;
Step 7, base plate make: adopt the steel plate that 20-30mm is thick, cut into the square being of a size of 400*400mm, arrange connecting bore in steel plate surrounding, be welded to connect monaural plate in the middle part of steel plate;
Step 8, by tubular structure two tubular structure one, and to be fixed with 3 hole cylinder pins, and to connect bi-lug plate two simultaneously and be connected monaural plate one and be flexibly connected.
During use, first adjustable type tower crane attached wall pipe link entirety is sling, then by standing screw, base plate is fixed on earth's surface, by connecting otic placode one, the top of adjustable type tower crane attached wall pipe link is connected with tower crane simultaneously, then bidirectional modulation screw rod is regulated to make the aligned in position of through hole one and through hole two, adopt cylindrical pin to insert in through hole to realize fixing, and then regulate joint bidirectional modulation screw rod to make adjustable type tower crane attached wall pipe link pretension and fixing tower crane tightly.
Claims (5)
1. an adjustable tower crane attached wall pipe link, comprise base plate (1), it is characterized in that: arrange at base plate (1) middle part and connect monaural plate (2), arrange in the bottom of tubular structure three (3) and connect bi-lug plate two (4) and this connection bi-lug plate two (4) and be connected monaural plate (2) and connect, bidirectional modulation screw rod (6) is set between tubular structure three (3) with tubular structure two (5) and is fixed to one another and weld, in tubular structure two (5) tubular structure one (7), tubular structure one (7) evenly arranges through hole one (8), at the through hole two (9) that the upper setting space of tubular structure two (5) is consistent with through hole one (8), by through hole one (8), through hole two (9) and cylindrical pin (10) are fitted to each other and realize the position relationship of adjustment tubular structure two (5) and tubular structure one (7), arrange on the top of tubular structure one (7) and connect bi-lug plate one (18).
2. one according to claim 1 adjustable tower crane attached wall pipe link, is characterized in that: arrange connecting bore (11) in base plate (1) surrounding and realize base plate and earth's surface is fixed.
3. one according to claim 1 adjustable tower crane attached wall pipe link, is characterized in that: described tubular structure three (3) by two groups of channel-section steels three (12) with notch each other in opposite directions mode correspondence is formed sealed tubular structure and the front and back end of tubular structure three (3) realizes sealing.
4. one according to claim 1 adjustable tower crane attached wall pipe link, it is characterized in that: described tubular structure two (5) by two groups of channel-section steels two (13) with notch each other in opposite directions mode correspondence is formed sealed tubular structure and the front and back end of tubular structure two (5) realizes sealing, tubular structure two (5) is evenly arranged through hole two (9).
5. one according to claim 1 adjustable tower crane attached wall pipe link, it is characterized in that: described tubular structure one (7) by two groups of channel-section steels one (14) with notch each other in opposite directions mode to putting, and form gap (15) between channel-section steel one (7), what on the upper following wing of channel-section steel one (7), realize two channel-section steels one (14) by contiguous block one (16) uniform welding is connected to form tubular structure, contiguous block one (16) arranges through hole one (8), this through hole one (8) position is corresponding with interstitial site (15), sealing baffle one (17) is set on the top of tubular structure one (7) and realizes tubular structure one (7) one-way sealing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520657907.5U CN204873621U (en) | 2015-08-28 | 2015-08-28 | Adjustable tower crane attaches wall connecting rod |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520657907.5U CN204873621U (en) | 2015-08-28 | 2015-08-28 | Adjustable tower crane attaches wall connecting rod |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204873621U true CN204873621U (en) | 2015-12-16 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520657907.5U Expired - Fee Related CN204873621U (en) | 2015-08-28 | 2015-08-28 | Adjustable tower crane attaches wall connecting rod |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204873621U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105197816A (en) * | 2015-08-28 | 2015-12-30 | 中建四局第三建筑工程有限公司 | Adjustable tower crane attachment wall connecting rod and manufacturing method thereof |
-
2015
- 2015-08-28 CN CN201520657907.5U patent/CN204873621U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105197816A (en) * | 2015-08-28 | 2015-12-30 | 中建四局第三建筑工程有限公司 | Adjustable tower crane attachment wall connecting rod and manufacturing method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151216 Termination date: 20200828 |