CN211057841U - Rainproof type tower crane structure - Google Patents
Rainproof type tower crane structure Download PDFInfo
- Publication number
- CN211057841U CN211057841U CN201920904630.XU CN201920904630U CN211057841U CN 211057841 U CN211057841 U CN 211057841U CN 201920904630 U CN201920904630 U CN 201920904630U CN 211057841 U CN211057841 U CN 211057841U
- Authority
- CN
- China
- Prior art keywords
- tower crane
- foundation
- pillar
- assembly
- waterproof
- 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
Images
Landscapes
- Jib Cranes (AREA)
Abstract
The utility model discloses a rain-proof water type tower crane structure, belong to a tower crane structure in the building construction equipment technical field, its aim at is through a tower crane structure that has stability and waterproof, its technical scheme be including the foundation ditch, set up the tower crane basic subassembly in the foundation ditch, the inside packing of foundation ditch is provided with the concrete enhancement layer, tower crane basic subassembly is pre-buried in the concrete enhancement layer, concrete enhancement layer and tower crane basic subassembly are poured into one piece, tower crane basic subassembly includes first pillar, second pillar, first pillar, second pillar are in the direction of height parallel arrangement, through firm reinforcing plate fixed connection between first pillar, the second pillar, be provided with the cement layer between concrete enhancement layer and the tower crane basic subassembly, tower crane basic subassembly outer wall is wrapped up in additionally and is put flexible waterproof material; a water-stop plate assembly is arranged on the upper end face of the foundation pit; the utility model provides a rain-proof water type tower crane structure has solved the problem of the rain-proof water and the stability of tower crane structure.
Description
Technical Field
The utility model belongs to the technical field of the construction equipment, concretely relates to rain-proof water type tower crane structure.
Background
The tower crane is one of essential operation machines in modern building construction, and in the construction of high-rise buildings, the tower crane is also called as a tower crane and is one of main construction operation machines meeting vertical transportation; engineering piled raft foundations are also increasingly common. Traditional tower crane foundation is independent cushion cap form mostly, and the cushion cap is located raft board or soleplate, need reserve the position of post-cast strip on soleplate, and the foundation festival is kept somewhere with the built-in fitting fixed connection who sets up in soleplate between foundation festival and the soleplate, greatly increased soleplate water leakage's risk. Because the life cycle of tower crane, the condition of crack and infiltration appears easily in the junction of foundation festival and soleplate and cushion cap, very easily causes the reinforcing bar corrosion condition in the soleplate of junction and the cushion cap serious. Therefore, the rainproof function of the tower crane structure in the prior art is particularly important, and particularly the basic mechanism of the tower crane meets the stability of the whole tower crane and also meets the rainproof function.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a: for solving prior art, the problem of tower crane structure's rainwater and stability, provide a rainwater-proof type tower crane structure, adopt the foundation ditch, set up the tower crane foundation subassembly in the foundation ditch, and make the tower crane foundation subassembly when satisfying stable in structure and pour between the material between the foundation ditch the overcoat and set up flexible waterproof material, avoided the corruption problem to tower crane foundation subassembly completely, simultaneously under the cooperation of water-stop sheet subassembly, make tower crane foundation subassembly water-proof effects splendid in the foundation ditch.
The utility model adopts the technical scheme as follows:
the utility model provides a rain-proof water type tower crane structure, includes the foundation ditch, sets up the tower crane foundation subassembly in the foundation ditch, the inside packing of foundation ditch is provided with the concrete enhancement layer, the tower crane foundation subassembly is pre-buried in the concrete enhancement layer, and the concrete enhancement layer is pour integrative with the tower crane foundation subassembly, the tower crane foundation subassembly includes first pillar, second pillar, and first pillar, second pillar are in direction of height parallel arrangement, through firm reinforcing plate fixed connection between first pillar, the second pillar, are provided with the cement layer between concrete enhancement layer and the tower crane foundation subassembly, and tower crane foundation subassembly outer wall is wrapped up in additionally and is provided with flexible waterproof material; and the upper end surface of the foundation pit is provided with a water stop plate assembly.
Furthermore, the firm reinforcing plate is provided with a plurality ofly at the direction of height of first pillar, and is a plurality of firm reinforcing plate is in first pillar height direction parallel arrangement.
Further, the flexible waterproof material is waterproof rubber, and the thickness of the waterproof rubber is as follows: 10mm to 50 mm.
Further, the thickness that waterproof rubber is close to tower crane foundation assembly bottom is: 30 mm-50 mm.
Furthermore, be provided with waterproof cover between water-stop sheet subassembly and first pillar, the second pillar, waterproof cover overcoat in first pillar, second pillar, water-stop sheet subassembly includes waterproof roll layer, the stagnant water steel sheet that sets gradually from the top down.
To sum up, owing to adopted above-mentioned technical scheme, the beneficial effects of the utility model are that:
1. the utility model discloses in, through filling the concrete enhancement layer in the foundation ditch, and pre-buried in the concrete enhancement layer with tower crane basic unit spare, make concrete enhancement layer and tower crane basic unit spare pour integratively through the mode of pouring, the whole stability with the foundation ditch of tower crane basic unit spare has been guaranteed, and simultaneously, because set up first pillar to tower crane basic unit spare, the second pillar, and through firm reinforcing plate to first pillar, the second pillar stabilizes, firm reinforcing plate is also pre-buried in the foundation ditch simultaneously, the whole stability in the foundation ditch of tower crane basic unit spare has been strengthened, and simultaneously, be provided with the cement layer between concrete enhancement layer and tower crane basic unit spare, through the cement layer powerful fixed in the concrete enhancement layer of tower crane basic unit spare in the foundation ditch, strengthened the whole stable effect in the foundation ditch of tower crane basic unit spare, wherein tower crane basic unit spare outer wall wraps up the flexible waterproof material separation of additionally setting tower crane basic unit spare and cement or other foundation ditch layers The contact of, make tower crane foundation assembly avoid the problem of corruption, make waterproof problem obtain effectual solution, and, be provided with the water-stop sheet subassembly at the foundation ditch up end, the problem of foundation ditch upper end infiltration has been solved, therefore, adopt the foundation ditch, the tower crane foundation assembly of setting in the foundation ditch, and make tower crane foundation assembly when satisfying stable in structure and pouring between the material between the foundation ditch the overcoat sets up flexible waterproof material, the corruption problem to tower crane foundation assembly has been avoided completely, simultaneously under the cooperation of water-stop sheet subassembly, make tower crane foundation assembly waterproof effect splendid in the foundation ditch.
2. In the utility model, a plurality of the stable reinforcing plates are arranged in the height direction of the first support column, and a plurality of the stable reinforcing plates are arranged in parallel in the height direction of the first support column; through set up a plurality of firm reinforcing plates between first pillar, second pillar to make the parallel pouring of firm reinforcing plate in the foundation ditch, strengthened the stable effect of tower crane foundation subassembly.
3. The utility model discloses in, the thickness that waterproof rubber is close to tower crane foundation assembly bottom is greater than the thickness of flexible waterproof material in the foundation assembly side, avoids because the influence of the whole gravity of tower crane foundation assembly makes the effect of tower crane foundation assembly under, problem that water-proof effects is not good.
4. The utility model discloses in, make through the setting of waterproof cover can realize sealed effect between first pillar, second pillar and the water proof plate subassembly, the effectual rainwater to foundation ditch upper portion of waterproof roll layer, the stagnant water steel sheet that sets up in the water proof plate subassembly has carried out completely cut off simultaneously.
Drawings
FIG. 1 is the tower crane structure schematic diagram of the utility model.
The labels in the figure are: the method comprises the following steps of 1-foundation pit, 2-tower crane foundation assembly, 3-concrete reinforcing layer, 4-first support, 5-second support, 6-stable reinforcing plate, 7-cement layer, 8-flexible waterproof material, 9-water-stop plate assembly, 10-waterproof sleeve, 11-waterproof roll layer and 12-water-stop steel plate.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the invention.
A rainproof type tower crane structure comprises a foundation pit 1 and a tower crane foundation component 2 arranged in the foundation pit 1, wherein a concrete reinforcing layer 3 is filled in the foundation pit 1, the tower crane foundation component 2 is pre-embedded in the concrete reinforcing layer 3, the concrete reinforcing layer 3 and the tower crane foundation component 2 are poured into a whole, the tower crane foundation component 2 comprises a first strut 4 and a second strut 5, the first strut 4 and the second strut 5 are arranged in parallel in the height direction, the first strut 4 and the second strut 5 are fixedly connected through a stable reinforcing plate 6, a cement layer 7 is arranged between the concrete reinforcing layer 3 and the tower crane foundation component 2, and a flexible waterproof material 8 is wrapped on the outer wall of the tower crane foundation component 2; a water-stop sheet assembly 9 is arranged on the upper end face of the foundation pit 1; the concrete reinforcing layer 3 is filled in the foundation pit 1, the tower crane foundation component 2 is pre-embedded in the concrete reinforcing layer 3, the concrete reinforcing layer 3 and the tower crane foundation component 2 are integrally cast in a casting mode, the stability of the whole tower crane foundation component 2 and the foundation pit 1 is ensured, meanwhile, the stability of the whole tower crane foundation component 2 in the foundation pit 1 is enhanced due to the arrangement of the first support column 4 and the second support column 5 on the tower crane foundation component 2, the first support column 4 and the second support column 5 are stabilized through the stabilizing reinforcing plate 6, the stabilizing reinforcing plate 6 is also pre-embedded in the foundation pit 1, the cement layer 7 is arranged between the concrete reinforcing layer 3 and the tower crane foundation component 2, the concrete reinforcing layer 3 of the tower crane foundation component 2 in the foundation pit 1 is strongly fixed through the cement layer 7, and the stabilizing effect of the whole tower crane foundation component 2 in the foundation pit 1 is enhanced, wherein tower crane foundation component 2 outer wall wraps up in the contact that attaches the flexible waterproof material 8 that sets up and has obstructed tower crane foundation component 2 and cement or other foundation ditch layers, make tower crane foundation component 2 avoid the problem of corruption, make waterproof problem obtain effectual solution, and, be provided with water-stop sheet 9 subassembly at the foundation ditch up end, the problem of foundation ditch 1 upper end infiltration has been solved, therefore, adopt foundation ditch 1, set up tower crane foundation component 2 in the foundation ditch, and make tower crane foundation component 2 when satisfying stable in structure and the pouring between the material of foundation ditch 1 overcoat set up flexible waterproof material 8, the corruption problem to tower crane foundation component 2 has been avoided completely, simultaneously under water-stop sheet subassembly 9's cooperation, make tower crane foundation component 2 waterproof effect is splendid in foundation ditch 1.
Preferably, a plurality of the fixing reinforcing plates 6 are arranged in the height direction of the first pillar 4, and a plurality of the fixing reinforcing plates 6 are arranged in parallel in the height direction of the first pillar 4; through set up a plurality of reinforcing plates 6 that stabilize between first pillar 4, second pillar 5 to make 6 parallels of reinforcing plate that stabilize pour in foundation ditch 1, strengthened the stable effect of tower crane foundation assembly 2.
Preferably, the flexible waterproof material 8 is waterproof rubber, and the thickness of the waterproof rubber is as follows: 10mm to 50 mm.
Preferably, the thickness of the waterproof rubber close to the bottom of the tower crane foundation component 2 is as follows: 30 mm-50 mm; the thickness that waterproof rubber is close to tower crane foundation assembly bottom is greater than the thickness of flexible waterproof material in the foundation assembly side, avoids making under the effect of tower crane foundation assembly because the influence of the whole gravity of tower crane foundation assembly, problem that water-proof effects is not good.
Preferably, a waterproof jacket 10 is arranged between the water-stop sheet assembly 9 and the first and second struts 4 and 5, the waterproof jacket 10 is sleeved on the first and second struts 4 and 5, and the water-stop sheet assembly 9 comprises a waterproof roll layer 11 and a water-stop steel plate 12 which are sequentially arranged from top to bottom; make through the setting of waterproof cover 10 can realize sealed effect between first pillar 4, second pillar 5 and the water-stop sheet subassembly 9, the waterproof roll layer 11 that sets up in the water-stop sheet subassembly 9 simultaneously, stagnant water steel sheet 12 is effectual has carried out completely cut off to the rainwater on foundation ditch 1 upper portion.
Example 1
A rainproof type tower crane structure comprises a foundation pit 1 and a tower crane foundation component 2 arranged in the foundation pit 1, wherein a concrete reinforcing layer 3 is filled in the foundation pit 1, the tower crane foundation component 2 is pre-embedded in the concrete reinforcing layer 3, the concrete reinforcing layer 3 and the tower crane foundation component 2 are poured into a whole, the tower crane foundation component 2 comprises a first strut 4 and a second strut 5, the first strut 4 and the second strut 5 are arranged in parallel in the height direction, the first strut 4 and the second strut 5 are fixedly connected through a stable reinforcing plate 6, a cement layer 7 is arranged between the concrete reinforcing layer 3 and the tower crane foundation component 2, and a flexible waterproof material 8 is wrapped on the outer wall of the tower crane foundation component 2; a water-stop sheet assembly 9 is arranged on the upper end face of the foundation pit 1; the concrete reinforcing layer 3 is filled in the foundation pit 1, the tower crane foundation component 2 is pre-embedded in the concrete reinforcing layer 3, the concrete reinforcing layer 3 and the tower crane foundation component 2 are integrally cast in a casting mode, the stability of the whole tower crane foundation component 2 and the foundation pit 1 is ensured, meanwhile, the stability of the whole tower crane foundation component 2 in the foundation pit 1 is enhanced due to the arrangement of the first support column 4 and the second support column 5 on the tower crane foundation component 2, the first support column 4 and the second support column 5 are stabilized through the stabilizing reinforcing plate 6, the stabilizing reinforcing plate 6 is also pre-embedded in the foundation pit 1, the cement layer 7 is arranged between the concrete reinforcing layer 3 and the tower crane foundation component 2, the concrete reinforcing layer 3 of the tower crane foundation component 2 in the foundation pit 1 is strongly fixed through the cement layer 7, and the stabilizing effect of the whole tower crane foundation component 2 in the foundation pit 1 is enhanced, wherein tower crane foundation component 2 outer wall wraps up in the contact that attaches the flexible waterproof material 8 that sets up and has obstructed tower crane foundation component 2 and cement or other foundation ditch layers, make tower crane foundation component 2 avoid the problem of corruption, make waterproof problem obtain effectual solution, and, be provided with water-stop sheet 9 subassembly at the foundation ditch up end, the problem of foundation ditch 1 upper end infiltration has been solved, therefore, adopt foundation ditch 1, set up tower crane foundation component 2 in the foundation ditch, and make tower crane foundation component 2 when satisfying stable in structure and the pouring between the material of foundation ditch 1 overcoat set up flexible waterproof material 8, the corruption problem to tower crane foundation component 2 has been avoided completely, simultaneously under water-stop sheet subassembly 9's cooperation, make tower crane foundation component 2 waterproof effect is splendid in foundation ditch 1.
Example 2
On the basis of embodiment 1, a plurality of the stabilizing reinforcing plates 6 are arranged in the height direction of the first pillar 4, and a plurality of the stabilizing reinforcing plates 6 are arranged in parallel in the height direction of the first pillar 4; through set up a plurality of reinforcing plates 6 that stabilize between first pillar 4, second pillar 5 to make 6 parallels of reinforcing plate that stabilize pour in foundation ditch 1, strengthened the stable effect of tower crane foundation assembly 2.
Example 3
On the basis of embodiment 2, the thickness that waterproof rubber is close to tower crane foundation component 2 bottom is: 30 mm-50 mm; the thickness that waterproof rubber is close to tower crane foundation assembly bottom is greater than the thickness of flexible waterproof material in the foundation assembly side, avoids making under the effect of tower crane foundation assembly because the influence of the whole gravity of tower crane foundation assembly, problem that water-proof effects is not good.
Example 4
On the basis of the above embodiment, a waterproof jacket 10 is arranged between the water-stop sheet assembly 9 and the first and second struts 4 and 5, the waterproof jacket 10 is sleeved on the first and second struts 4 and 5, and the water-stop sheet assembly 9 includes a waterproof roll layer 11 and a water-stop steel plate 12 which are sequentially arranged from top to bottom; make through the setting of waterproof cover 10 can realize sealed effect between first pillar 4, second pillar 5 and the water-stop sheet subassembly 9, the waterproof roll layer 11 that sets up in the water-stop sheet subassembly 9 simultaneously, stagnant water steel sheet 12 is effectual has carried out completely cut off to the rainwater on foundation ditch 1 upper portion.
The above description is only exemplary of the present invention and should not be taken as limiting the scope of the present invention, as any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention are intended to be included within the scope of the present invention.
Claims (5)
1. The utility model provides a rain-proof water type tower crane structure which characterized in that: the tower crane foundation assembly comprises a foundation pit (1) and a tower crane foundation assembly (2) arranged in the foundation pit (1), wherein a concrete reinforcing layer (3) is filled in the foundation pit (1), the tower crane foundation assembly (2) is pre-buried in the concrete reinforcing layer (3), the concrete reinforcing layer (3) and the tower crane foundation assembly (2) are poured into a whole, the tower crane foundation assembly (2) comprises a first strut (4) and a second strut (5), the first strut (4) and the second strut (5) are arranged in parallel in the height direction, the first strut (4) and the second strut (5) are fixedly connected through a stable reinforcing plate (6), a cement layer (7) is arranged between the concrete reinforcing layer (3) and the tower crane foundation assembly (2), and a flexible waterproof material (8) is additionally arranged on the outer wall of the tower crane foundation assembly (2); and a water-stop plate assembly (9) is arranged on the upper end surface of the foundation pit (1).
2. The rain-proof water type tower crane structure of claim 1, characterized in that: the stabilizing reinforcing plates (6) are arranged in a plurality in the height direction of the first support column (4), and the stabilizing reinforcing plates (6) are arranged in parallel in the height direction of the first support column (4).
3. The rain-proof water type tower crane structure of claim 1, characterized in that: the flexible waterproof material (8) is waterproof rubber, and the thickness of the waterproof rubber is as follows: 10 mm-50 mm.
4. The rain-proof water type tower crane structure of claim 3, characterized in that: the thickness that waterproof rubber is close to tower crane foundation component (2) bottom does: 30 mm-50 mm.
5. The rain-proof water type tower crane structure of claim 1, characterized in that: waterproof sleeves (10) are arranged between the water stop plate assembly (9) and the first support column (4) and between the water stop plate assembly and the second support column (5), the waterproof sleeves (10) are sleeved on the first support column (4) and the second support column (5), and the water stop plate assembly (9) comprises a waterproof roll layer (11) and a water stop steel plate (12) which are sequentially arranged from top to bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920904630.XU CN211057841U (en) | 2019-06-17 | 2019-06-17 | Rainproof type tower crane structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920904630.XU CN211057841U (en) | 2019-06-17 | 2019-06-17 | Rainproof type tower crane structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211057841U true CN211057841U (en) | 2020-07-21 |
Family
ID=71585272
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920904630.XU Expired - Fee Related CN211057841U (en) | 2019-06-17 | 2019-06-17 | Rainproof type tower crane structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211057841U (en) |
-
2019
- 2019-06-17 CN CN201920904630.XU patent/CN211057841U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108643206A (en) | Exempt from bottom concrete steel lifted trunk bottom plate and steel pile casting attachment device and its construction method | |
| CN209040418U (en) | A kind of external wall is cast-in-place with prefabricated thermal insulation integral system | |
| CN211057841U (en) | Rainproof type tower crane structure | |
| CN210508097U (en) | Novel roof deformation joint structure | |
| CN211816345U (en) | Steel boxed cofferdam | |
| CN206554318U (en) | Wall is built in a kind of room | |
| CN201202194Y (en) | Assembled tube type relief member cast-in-situ hollow building roof | |
| CN211113780U (en) | U-shaped groove section waterproof structure for subway construction | |
| CN205369320U (en) | Basement post -cast strip leakage protective system | |
| CN207847399U (en) | A kind of window construction of house | |
| CN101324094A (en) | Ball type relief component cast-in-situ hollow building roof and construction method thereof | |
| CN210122724U (en) | Double-wall steel suspension box cofferdam lowering device | |
| CN108049760A (en) | A kind of window construction of house | |
| CN211250563U (en) | Pouring die for bearing wall board | |
| CN209874074U (en) | Porous inclined plane slip casting embedded pipe | |
| CN106592754A (en) | Method for guaranteeing waterproof construction quality of deep foundation pit basement | |
| CN202657916U (en) | Hanging basket weight balancing structure for external wall decoration and weight balancing water tank thereof | |
| CN220555842U (en) | Box type protection device for subway upper cover column cap | |
| CN211472383U (en) | Water conservancy building waterproof construction water conservancy dam | |
| CN210482393U (en) | Steel sheet inside lining is pour hole waterproof node structure | |
| CN218713020U (en) | Auxiliary device for pouring waterproof protective layer | |
| CN220644654U (en) | Antiseep structural layer of cast-in-place concrete reserved hole | |
| CN220847714U (en) | Basement bottom plate post-pouring strip structure preventing seepage | |
| CN217581346U (en) | Post-cast strip pre-sealing structure | |
| CN208201938U (en) | A kind of prefabricated post-cast strip cover board of bottom plate |
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: 20200721 Termination date: 20210617 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |