CN209799394U - Cloth platform system for barrel structure construction - Google Patents
Cloth platform system for barrel structure construction Download PDFInfo
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- CN209799394U CN209799394U CN201920065949.8U CN201920065949U CN209799394U CN 209799394 U CN209799394 U CN 209799394U CN 201920065949 U CN201920065949 U CN 201920065949U CN 209799394 U CN209799394 U CN 209799394U
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- guide rail
- inner barrel
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- tilt
- type inner
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- 239000004744 fabric Substances 0.000 title claims abstract description 52
- 238000010276 construction Methods 0.000 title claims abstract description 37
- 238000009826 distribution Methods 0.000 claims abstract description 41
- 229910000831 Steel Inorganic materials 0.000 claims description 43
- 239000010959 steel Substances 0.000 claims description 43
- 239000000463 material Substances 0.000 claims description 39
- 230000009194 climbing Effects 0.000 claims description 19
- 239000004035 construction material Substances 0.000 claims 1
- 230000002457 bidirectional effect Effects 0.000 abstract description 7
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 3
- 235000017491 Bambusa tulda Nutrition 0.000 description 3
- 241001330002 Bambuseae Species 0.000 description 3
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 3
- 239000011425 bamboo Substances 0.000 description 3
- 238000006243 chemical reaction Methods 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000005086 pumping Methods 0.000 description 2
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
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Abstract
the utility model provides a cloth platform system of tube structure construction, the utility model discloses an anti-tilt device includes anti-tilt pulley, anti-tilt guide rail and top wall pulley for prevent that eccentric support components of a whole that can function independently combination cloth platform system from taking place the risk of toppling. According to engineering requirements, a vertical anti-tilt guide rail is arranged on one side of the inner barrel frame, close to the horizontal structure of the core barrel of the super high-rise building, on one side of the inner barrel frame, and the anti-tilt pulley is arranged on the edge of the horizontal structure, so that the anti-tilt pulley is clamped on the anti-tilt guide rail. In addition, a plurality of top wall pulleys are vertically arranged on one side of the split type inner barrel frame close to the wall structure, and the anti-tilt pulleys which are symmetrically and uniformly arranged are matched with the top wall rollers to provide bidirectional effective lateral restraint for the distribution platform system, so that the safe construction of the distribution platform system is ensured.
Description
Technical Field
the utility model relates to a cloth platform system of tube structure construction.
Background
the height of the core tube of the super high-rise building is generally more than 5 meters. The core tube concrete distribution of the super high-rise building usually adopts a hard tube and hose combined distribution mode or a distribution machine on a whole climbing hydraulic steel platform, and the stability is poor. The hard pipe and hose combined cloth has a simple and crude form, and a considerable amount of labor force is required; the biggest defect of the steel platform material distributing machine is that the cost of the whole climbing hydraulic steel platform is high, the construction cost is high, the concrete is pumped to the top of the core cylinder and needs to be connected into the material distributing machine through a horizontal pipe above the top beam of the steel platform, and inconvenience is brought to the walking of constructors on the steel platform.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a cloth platform system of tube structure construction can solve the problem of current cloth platform poor stability.
in order to solve the above problem, the utility model provides a cloth platform system of tube structure construction, include:
wall structures arranged on two sides of the core tube of the constructed super high-rise building;
the climbing guide rail is arranged at the top of the wall structure;
The cloth platform is arranged on the climbing guide rail;
the material distributing machine is arranged on the material distributing platform;
the split type inner barrel frames are arranged between the constructed super high-rise building core barrel and a wall structure, the top of each split type inner barrel frame is connected with the material distribution platform, and the lower part of each split type inner barrel frame extends to the core barrel area of the constructed super high-rise building;
the top wall pulley is arranged on each split type inner barrel frame and close to the side of the wall structure, and is used for driving the split type inner barrel frame connected with the material distribution platform to climb along the wall structure when the material distribution platform climbs along the climbing guide rail;
The anti-tilt guide rail is arranged on each split type inner barrel frame close to the core barrel side of the super high-rise building;
the anti-tilt pulley is arranged on the edge part of the horizontal structure of the core barrel of the constructed super high-rise building and clamped in an anti-tilt guide rail on the split type inner barrel frame, and the anti-tilt pulley is used for driving the split type inner barrel frame connected with the material distribution platform to climb along the anti-tilt guide rail when the material distribution platform climbs along the climbing guide rail;
and the telescopic push-pull channel is arranged on the cloth platform.
further, in the above system, the method further includes:
the steel structure bracket is arranged on each split type inner barrel frame and close to the side of the wall structure, and the steel structure bracket is arranged below the top wall pulley;
The split type inner barrel frame is arranged on the wall structure, and after climbing to a preset position, the steel structure bracket is erected in the reserved hole.
Further, in the system, a pre-embedded angle steel piece is arranged on the concrete placing surface of the reserved hole.
further, in the above system, the anti-roll rail is an i-beam.
further, in the system, the system further comprises two embedded steel pipes embedded in the horizontal structure, wherein the anti-tilt pulley and the two embedded steel pipes are simultaneously and reliably connected, and the two embedded steel pipes are distributed at intervals along the positive section of the horizontal structure.
further, in the above system, a vertical pump pipe and a horizontal pump pipe are further included, wherein,
The vertical pump pipes are arranged along the wall structure and are connected with one ends of the horizontal pump pipes below the top beams of the distributing platform through first 90-degree bent pipes;
The other end of the horizontal pump pipe is connected with one end of a second 90-degree elbow pipe, and the other end of the second 90-degree elbow pipe penetrates upwards from between the top beam blocks of the material distribution platform and then is connected with the material distribution machine.
Further, in the above system, the push-pull channel comprises:
A passage grating plate for people to walk;
A push-pull guide rail connected with the passage grating plate;
The movable guide wheel is arranged on the lower portion of the push-pull guide rail, the movable guide wheel is clamped in a steel beam of the cloth platform, the movable guide wheel is limited with a section steel beam on the cloth platform through a split type inner barrel frame, and the distance between the section steel beam and the direction of the push-pull guide rail is the movable distance of the movable guide wheel.
compared with the prior art, the utility model discloses an anti-tilt device includes anti-tilt pulley, anti-tilt guide rail and headwall pulley for prevent that eccentric support components of a whole that can function independently combination cloth platform system from taking place the risk of toppling. According to engineering requirements, a vertical anti-tilt guide rail is arranged on one side of the inner barrel frame, close to the horizontal structure of the core barrel of the super high-rise building, on one side of the inner barrel frame, and the anti-tilt pulley is arranged on the edge of the horizontal structure, so that the anti-tilt pulley is clamped on the anti-tilt guide rail. In addition, a plurality of top wall pulleys are vertically arranged on one side of the split type inner barrel frame close to the wall structure, and the anti-tilt pulleys which are symmetrically and uniformly arranged are matched with the top wall rollers to provide bidirectional effective lateral restraint for the distribution platform system, so that the safe construction of the distribution platform system is ensured.
drawings
Fig. 1 is a structural diagram of a material distribution platform system for a tubular structure construction according to an embodiment of the present invention;
FIG. 2 is an enlarged structural view of the steel structure bracket of FIG. 1;
FIG. 3 is an enlarged structural view of the top wall pulley of FIG. 1;
FIG. 4 is an enlarged structural view of the anti-roll pulley of FIG. 1;
FIG. 5 is a cross-sectional view of an anti-roll pulley according to an embodiment of the present invention;
fig. 6 is a structural diagram of a vertical pump tube and a horizontal pump tube according to an embodiment of the present invention;
FIG. 7 is an enlarged structural view of the retractable push-pull channel of FIG. 1;
FIG. 8 is a side view of a retractable push-pull channel in accordance with an embodiment of the present invention;
Fig. 9 is an enlarged view of the push-pull retractable channel according to an embodiment of the present invention.
Detailed Description
in order to make the above objects, features and advantages of the present invention more comprehensible, the present invention is described in detail with reference to the accompanying drawings and the detailed description.
as shown in fig. 1-8, the utility model provides a cloth platform system of tube structure construction, include:
Wall structures 4 arranged on both sides of the core tube of the constructed super high-rise building;
as shown in fig. 1, the constructed core tube for a super high-rise building may include a completion layer 1, a maintenance layer 2, and a construction layer 3;
A climbing rail 5 arranged on the top of the wall structure 4;
A cloth platform 6 arranged on the climbing guide rail 5;
The material distributing machine 7 is arranged on the material distributing platform 6;
the split type inner barrel frames 8 are arranged between the constructed super high-rise building core barrel and the wall structure 4, the top of each split type inner barrel frame 8 is connected with the material distribution platform 6, and the lower part of each split type inner barrel frame 8 extends to the core barrel area of the constructed super high-rise building;
The top wall pulleys 9 are arranged on each split type inner barrel frame 8 close to the side of the wall structure 4, and the top wall pulleys 9 are used for driving the split type inner barrel frames connected with the material distribution platform to climb along the wall structure when the material distribution platform climbs along the climbing guide rail;
an anti-tilt guide rail 10 arranged on each split type inner barrel frame 8 close to the core barrel side of the super high-rise building;
The anti-tilt pulley 12 is arranged on the edge part of a horizontal structure 11 of a core tube of a constructed super high-rise building, the anti-tilt pulley 12 is clamped in an anti-tilt guide rail 10 on the split type inner tube frame 8, and the anti-tilt pulley 12 is used for driving the split type inner tube frame 8 connected with the material distribution platform 6 to climb along the anti-tilt guide rail 10 when the material distribution platform 6 ascends along the climbing guide rail 5;
And the telescopic push-pull channel is arranged on the cloth platform 6.
here, the utility model discloses an anti-tilt device includes anti-tilt pulley, anti-tilt guide rail and headwall pulley for prevent that eccentric support components of a whole that can function independently combination cloth platform system from taking place the risk of toppling. According to engineering requirements, a vertical anti-tilt guide rail is arranged on one side of the inner barrel frame, close to the horizontal structure of the core barrel of the super high-rise building, on one side of the inner barrel frame, and the anti-tilt pulley is arranged on the edge of the horizontal structure, so that the anti-tilt pulley is clamped on the anti-tilt guide rail. In addition, a plurality of top wall pulleys are vertically arranged on one side of the split type inner barrel frame close to the wall structure, and the anti-tilt pulleys which are symmetrically and uniformly arranged are matched with the top wall rollers to provide bidirectional effective lateral restraint for the distribution platform system, so that the safe construction of the distribution platform system is ensured.
the anti-tilt idler wheels are fixed on the outer edge of the horizontal structure of the core barrel of the super high-rise building, clamped in the anti-tilt guide rail on the split type inner barrel frame, and matched with the top wall pulleys on the inner barrel frame to form bidirectional effective lateral restraint, so that the normal work and climbing state safety and stability of the cloth platform are guaranteed.
the cloth platform system adopts a novel horizontal bidirectional vertical multi-channel anti-tilting device, and the lateral rigidity of a plurality of layers of horizontal structures is utilized to prevent the independent tall inner barrel frame from generating lateral displacement to cause overturning, so that bidirectional stability is ensured, and normal climbing work is realized. The bidirectional effective anti-tilting of the eccentric support split combined material distribution platform system can be realized.
In the structure of the material distributing platform system of the utility model, if a horizontal structure exists in the core tube of the super high-rise building, the system can be composed of a split type inner tube frame, a climbing guide rail, an anti-tilting device, a material distributing platform and a material distributing machine; if no horizontal structure exists in the core tube of the super high-rise building, the maximum difference of the platform system can be that the split type inner tube frame is connected by the combined bottom beams to form an integral unit.
as shown in fig. 2, the utility model discloses a cloth platform system embodiment of tubular construction, still include:
the steel structure brackets 13 are arranged on each split type inner barrel frame 8 close to the side of the wall structure 4, and the steel structure brackets 13 are arranged below the top wall pulleys 9;
the holes 14 are reserved in the wall structure, the split type inner barrel frame is climbed to a preset position, and the steel structure bracket 13 is erected in the reserved holes 14.
herein, set up the steel construction bracket through the below of headwall pulley, can realize split type inner tube frame climbs to reliable shelving and fixing of split type inner tube frame behind the preset position.
Additionally, the utility model discloses eccentric support at split type inner barrel frame, because the cloth platform system climbs the stop elevation of back floorbar at every turn and floor elevation inconsistent, if set up on horizontal structure and shelve the strong point and can increase extra construction measure expense, material cost, labour cost, consequently with the cloth platform system bottom sprag all set up including the barrel frame be close to one side of vertical wall body, shelve in the structural reservation hole of wall body, cloth platform load directly transmits to core section of thick bamboo shear force wall, need not to install extra temporary shelving structure on horizontal structure like this, greatly reduced cloth platform system's construction cost. The concrete pumping of the lower horizontal section of the platform is realized in the construction of the super high-rise core barrel, convenience is brought to the walking of constructors on the platform, and the safety is improved.
As shown in fig. 2, the utility model discloses a cloth platform system embodiment of tubular structure construction, be provided with pre-buried angle steel 15 on the concrete placement surface of reserving hole 14.
Herein, increase pre-buried angle steel spare on the concrete shelf face of reserving the hole, improve local bearing capacity, prevent that the concrete from taking place the local pressure and breaking.
the utility model discloses an in the cloth platform system embodiment of tube structure construction, it is the I-steel to prevent inclining the guide rail to guarantee the reliability of guide rail.
As shown in fig. 4-5, the utility model discloses a cloth platform system embodiment of tubular structure construction still includes pre-buried two pre-buried steel pipes 16 in the horizontal structure, wherein, anti-tilt pulley 12 and two pre-buried steel pipes 16 reliably are connected simultaneously, and two pre-buried steel pipes 16 are along 11 positive cross-section interval distributions of horizontal structure, and this kind of fixed mode of anti-tilt pulley can provide stronger more reliable two-way horizontal restraint to anti-tilt guide rail, guarantees stability.
as shown in fig. 6, in an embodiment of the distribution platform system for barrel structure construction of the present invention, the distribution platform system further comprises a vertical pump pipe 20 and a horizontal pump pipe 21, wherein,
The vertical pump pipe 20 is arranged along the wall structure, and the vertical pump pipe 20 is connected with one end of the horizontal pump pipe 21 below the top beam of the distribution platform through a first 90-degree elbow pipe;
the other end of the horizontal pump pipe 21 is connected with one end of a second 90-degree bent pipe, and the other end of the second 90-degree bent pipe penetrates upwards from between the top beam blocks of the material distribution platform 6 and then is connected with the material distribution machine 7.
Here, in order to make the horizontal pump pipe of concrete on traditional construction platform avoid constructor walking route, minimize the interference as far as possible, accomplish the conversion with horizontal pump pipe below the cloth platform. The horizontal pump pipe can be fixed on the bottom flange of the top beam of the material distribution platform system, and the pump pipe passes through the grids of the top beam through the conversion of the right-angle bent pipe and is connected to the bottom of the material distribution machine.
the utility model discloses a feed-through pump line arrangement mode of cloth machine does: the vertical pump pipe of wall structure pass through first 90 degrees return bends with the horizontal pump union coupling of the back timber below of cloth platform, the horizontal pump pipe is fixed in on the back timber lower flange of cloth platform, rethread second 90 degrees return bends conversion upwards passes through between the back timber check of cloth platform and keeps off, direct access cloth machine.
the horizontal pump pipe is fixed in the platform below can further clear away the walking obstacle on the platform, has improved construction safety, effectively utilizes permanent horizontal construction's lateral rigidity to keep system platform can stable work and climb, has reduced the construction cost of cloth platform, integrates the construction operation face, reduces the on-the-spot management degree of difficulty. The pump pipe arrangement mode avoids the walking route of constructors on the material distribution platform, realizes the interference-free independent operation of pumping construction and material distribution construction, and fully ensures the construction and production safety.
As shown in fig. 7-9, in an embodiment of the cloth platform system for the construction of the tube structure of the present invention, the push-pull channel comprises:
a passage grating plate 17 for people to walk;
A push-pull guide rail 18 connected to the passage grid plate;
the movable guide wheel 19 is arranged on the lower portion of the push-pull guide rail 18, the movable guide wheel 19 is clamped in a steel beam of the cloth platform 6, the movable guide wheel is limited with a section steel beam on the cloth platform 6 through a split type inner barrel frame, and the distance L between the section steel beam and the push-pull guide rail is the movable distance of the movable guide wheel 19.
The utility model discloses be provided with the plug-type passageway between other core section of thick bamboo, the plug-type passageway of traffic accessible between the inner tube die carrier system of cloth platform and the adjacent core section of thick bamboo is connected, the passageway grid board of plug-type passageway is reliably connected in push-pull guide rail, and push-pull guide rail slides through the removal guide pulley of card in the girder steel of cloth platform, and it is spacing to remove the shaped steel roof beam on guide pulley through split type inner tube frame and the cloth platform, the shaped steel roof beam is followed the interval of push-pull guide rail direction is the scalable distance of plug-type passageway promptly, and the plug-type passageway has greatly improved constructor's walking between other inner tube die carrier systems of cloth platform system and core section.
the embodiments in the present description are described in a progressive manner, each embodiment focuses on differences from other embodiments, and the same and similar parts among the embodiments are referred to each other.
it will be apparent to those skilled in the art that various changes and modifications may be made to the present invention without departing from the spirit and scope of the invention. Thus, if such modifications and variations of the present invention fall within the scope of the claims and their equivalents, the present invention is also intended to include such modifications and variations.
Claims (7)
1. the utility model provides a cloth platform system of tube structure construction which characterized in that includes:
wall structures arranged on two sides of the core tube of the constructed super high-rise building;
the climbing guide rail is arranged at the top of the wall structure;
The cloth platform is arranged on the climbing guide rail;
The material distributing machine is arranged on the material distributing platform;
the split type inner barrel frames are arranged between the constructed super high-rise building core barrel and a wall structure, the top of each split type inner barrel frame is connected with the material distribution platform, and the lower part of each split type inner barrel frame extends to the core barrel area of the constructed super high-rise building;
The top wall pulley is arranged on each split type inner barrel frame and close to the side of the wall structure, and is used for driving the split type inner barrel frame connected with the material distribution platform to climb along the wall structure when the material distribution platform climbs along the climbing guide rail;
The anti-tilt guide rail is arranged on each split type inner barrel frame close to the core barrel side of the super high-rise building;
The anti-tilt pulley is arranged on the edge part of the horizontal structure of the core barrel of the constructed super high-rise building and clamped in an anti-tilt guide rail on the split type inner barrel frame, and the anti-tilt pulley is used for driving the split type inner barrel frame connected with the material distribution platform to climb along the anti-tilt guide rail when the material distribution platform climbs along the climbing guide rail;
and the telescopic push-pull channel is arranged on the cloth platform.
2. the cloth platform system for tubular structure construction according to claim 1, further comprising:
the steel structure bracket is arranged on each split type inner barrel frame and close to the side of the wall structure, and the steel structure bracket is arranged below the top wall pulley;
The split type inner barrel frame is arranged on the wall structure, and after climbing to a preset position, the steel structure bracket is erected in the reserved hole.
3. The cloth platform system for tubular structure construction according to claim 2, wherein the concrete placement surface of the reserved hole is provided with embedded angle steel pieces.
4. The cloth platform system for tubular structure construction according to claim 1, wherein the anti-roll rail is an i-steel.
5. the cloth platform system for tubular structure construction according to claim 1, further comprising two pre-buried steel pipes pre-buried in the horizontal structure, wherein the anti-roll pulley is connected with the two pre-buried steel pipes respectively, and the two pre-buried steel pipes are distributed at intervals along the positive cross section of the horizontal structure.
6. The cloth platform system for tubular structure construction according to claim 1, further comprising a vertical pump pipe and a horizontal pump pipe, wherein,
The vertical pump pipes are arranged along the wall structure and are connected with one ends of the horizontal pump pipes below the top beams of the distributing platform through first 90-degree bent pipes;
The other end of the horizontal pump pipe is connected with one end of a second 90-degree elbow pipe, and the other end of the second 90-degree elbow pipe penetrates upwards from between the top beam blocks of the material distribution platform and then is connected with the material distribution machine.
7. the tubular construction material distribution platform system of claim 1, wherein the push-pull channel comprises:
a passage grating plate for people to walk;
a push-pull guide rail connected with the passage grating plate;
The movable guide wheel is arranged on the lower portion of the push-pull guide rail, the movable guide wheel is clamped in a steel beam of the cloth platform, the movable guide wheel is limited with a section steel beam on the cloth platform through a split type inner barrel frame, and the distance between the section steel beam and the direction of the push-pull guide rail is the movable distance of the movable guide wheel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920065949.8U CN209799394U (en) | 2019-01-15 | 2019-01-15 | Cloth platform system for barrel structure construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920065949.8U CN209799394U (en) | 2019-01-15 | 2019-01-15 | Cloth platform system for barrel structure construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209799394U true CN209799394U (en) | 2019-12-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920065949.8U Withdrawn - After Issue CN209799394U (en) | 2019-01-15 | 2019-01-15 | Cloth platform system for barrel structure construction |
Country Status (1)
| Country | Link |
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| CN (1) | CN209799394U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109750841A (en) * | 2019-01-15 | 2019-05-14 | 上海建工一建集团有限公司 | A kind of distributing platform system of tube structure construction |
-
2019
- 2019-01-15 CN CN201920065949.8U patent/CN209799394U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109750841A (en) * | 2019-01-15 | 2019-05-14 | 上海建工一建集团有限公司 | A kind of distributing platform system of tube structure construction |
| CN109750841B (en) * | 2019-01-15 | 2024-02-13 | 上海建工一建集团有限公司 | Material distribution platform system for barrel structure construction |
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Granted publication date: 20191217 Effective date of abandoning: 20240213 |
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| AV01 | Patent right actively abandoned |
Granted publication date: 20191217 Effective date of abandoning: 20240213 |