CN218563020U - A smooth creeping formwork system that is used for core section of thick bamboo to pour construction upside down - Google Patents
A smooth creeping formwork system that is used for core section of thick bamboo to pour construction upside down Download PDFInfo
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- CN218563020U CN218563020U CN202222670531.4U CN202222670531U CN218563020U CN 218563020 U CN218563020 U CN 218563020U CN 202222670531 U CN202222670531 U CN 202222670531U CN 218563020 U CN218563020 U CN 218563020U
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- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E30/00—Energy generation of nuclear origin
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Abstract
The utility model provides a smooth creeping formwork system that is used for core section of thick bamboo to pour construction upside down, include: the outer climbing formwork climbing module is attached to the outer side of the wall body of the core barrel; the upper cantilever truss module is arranged above the wall body of the core barrel, one end of the upper cantilever truss module is connected with the outside climbing formwork climbing module, and the other end of the upper cantilever truss module is cantilevered to the inner side of the wall body of the core barrel; the inner hanging operation frame module is connected with an upper overhanging truss module which is overhung to the inner side of the wall body of the core barrel, and is arranged on the inner side of the wall body of the core barrel relative to the outer climbing formwork module; and the slip form sliding and lifting module is arranged at the upper end of the wall body of the core barrel. The utility model discloses can pour this layer of wall post and beam slab structure simultaneously, the problem of the conflict of the inboard reinforcement difficulty of wall body, inboard handling frame and horizontal beam plate structure that exists when having solved traditional die carrier system construction core section of thick bamboo shear force wall for core section of thick bamboo structure efficiency of construction, possess that slipform construction work efficiency is fast, the comprehensive advantage that length is high is encorbelmented on creeping formwork upper portion.
Description
Technical Field
The utility model relates to a civil engineering technical field especially relates to a smooth creeping formwork system that is used for a core section of thick bamboo to pour construction.
Background
Present super high-rise core section of thick bamboo construction field, traditional creeping formwork (climbing template), it is inconvenient that there is the inboard reinforcement of outer wall in the construction of core section of thick bamboo outer wall to climb the frame, the problem of difficulty is erect to the template, often adopt the mode of setting up the handling frame in the inboard to solve, but the support body of handling frame is set up and has enough to meet the need consuming time seriously, unable full play tradition creeps the frame, the performance of creeping formwork, cause resource and time limit for a project extravagant, and a core section of thick bamboo internal dimension is narrow, the entrance to a cave is numerous, core section of thick bamboo outer wall handling frame and template support frame set up danger also higher. If adopt inside and outside full creeping type's creeping formwork then can cause the phenomenon that core section of thick bamboo vertical structure and horizontal structure construction are asynchronous, later stage horizontal structure construction difficulty.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a smooth creeping formwork system that is used for a core section of thick bamboo to pour construction to there is the problem that construction is inconvenient, the efficiency of construction is low in the construction of core section of thick bamboo outer wall in solving current creeping formwork.
The utility model provides a smooth creeping formwork system that is used for core section of thick bamboo to pour construction, include:
the outer climbing formwork climbing module is attached to the outer side of the wall body of the core barrel;
the upper cantilever truss module is arranged above the wall body of the core barrel, one end of the upper cantilever truss module is connected with the outer side climbing formwork climbing module, and the other end of the upper cantilever truss module is cantilevered to the inner side of the wall body of the core barrel;
the inner hanging operation frame module is connected with an upper overhanging truss module which is cantilevered to the inner side of the wall body of the core barrel, and is arranged on the inner side of the wall body of the core barrel relative to the outer climbing formwork climbing module;
and the sliding mode sliding and lifting module is arranged at the upper end of the wall body of the core barrel, is positioned between the outer side climbing module and the inner hanging operation frame module, and is positioned below the upper cantilever truss module.
In one embodiment, the outside climbing formwork climbing module comprises a climbing formwork climbing rail, a climbing formwork wall-attached part, a climbing system and a climbing formwork handling frame; the creeping formwork wall-attached part is attached to the outer side of the wall body of the core barrel, the inner side of the creeping formwork climbing guide rail is connected with the creeping formwork wall-attached part, the outer side of the creeping formwork climbing guide rail is connected with the climbing system, and the climbing system is further connected with the creeping formwork operation frame.
In one embodiment, the outside climbing formwork climbing module further comprises a first operating platform, and the first operating platform is arranged on the climbing formwork operating frame.
In one embodiment, the first operating platform is provided in plurality, and the plurality of first operating platforms are arranged at intervals along the height direction of the climbing formwork operating frame.
In one embodiment, the first operation platform is arranged on the inner side of the creeping formwork operation frame.
In one embodiment, the outside climbing formwork climbing module further comprises an outer protective net, and the outer protective net is arranged outside the climbing formwork operation frame.
In one embodiment, the inner boom module comprises an inner boom in suspended connection with the upper cantilevered truss module and a second handling platform disposed on the inner boom.
In one embodiment, the second operation platform is provided in plurality, and the plurality of second operation platforms are arranged at intervals along the height direction of the inner operation frame.
In one embodiment, the slip form module comprises a formwork assembly, a slip form support frame, a feed-through jack and a lifting rail; the formwork component comprises an inner formwork arranged on the inner side of the wall body of the core barrel and an outer formwork arranged on the outer side of the wall body of the core barrel; the inner template and the outer template are respectively connected with the slip form supporting frame through reinforcing bolts, the slip form supporting frame is connected with the penetrating jack, and the penetrating jack is in sliding fit with the vertically arranged sliding guide rail.
In one embodiment, the lower end of the outer form is lower than the lower end of the inner form.
The utility model has the advantages that: the outer side creeping formwork climbing module is attached to the outer side of the wall body of the core barrel, the upper portion overhanging truss module is used for overhanging and connecting the inner hanging operation frame module, so that the steel bar binding construction of the inner side and the outer side of the wall body of the core barrel is facilitated, when the outer side creeping formwork climbing module climbs, the inner hanging operation frame module can synchronously climb, and meanwhile, the inner hanging operation frame module is matched with the slip form sliding lifting module which is independently arranged, the wall column and the beam slab structure of the layer can be simultaneously poured, the problems that the steel bar binding of the inner side of the wall body is difficult and the inner operation frame conflicts with the horizontal beam slab structure when the core barrel shear wall is constructed by a traditional formwork system are solved, the synchronous construction of the horizontal beam slab structure and the vertical wall column structure is realized, the concrete continuous pouring and the steel bar continuous binding are realized, the construction efficiency of the core barrel structure is accelerated, and the comprehensive advantages of quick slip form construction efficiency and high overhanging length of the upper portion of the creeping formwork are achieved; meanwhile, the upper cantilever truss module is connected with the inner hanging operation frame module, so that the inner hanging operation frame module has stronger bearing capacity, the overall safety is improved, the site construction is more convenient, and the site construction efficiency is accelerated.
Drawings
FIG. 1 is the utility model discloses a static pouring concrete operating mode's of smooth creeping formwork system for core section of thick bamboo construction of watering upside down schematic diagram.
Fig. 2 is a schematic view of a sliding mode of the sliding mode module of fig. 1.
Fig. 3 is a climbing condition schematic diagram of the outside climbing formwork climbing module of fig. 2.
Fig. 4 is a schematic structural diagram of the outside climbing formwork climbing module in fig. 1.
Fig. 5 is a schematic structural view of an upper cantilever truss module in fig. 1.
Fig. 6 is a schematic structural view of the internal mounting operating frame module in fig. 1.
Fig. 7 is a schematic structural view of the sliding mode module of fig. 1.
Fig. 8 is a schematic structural diagram of the sliding-climbing formwork system of the present invention after Step 3 is completed in the installation and construction.
Fig. 9 is a schematic structural diagram of the sliding formwork system of the present invention after Step 5 is completed in the installation and construction.
Fig. 10 is a schematic structural diagram of the sliding and climbing formwork system of the present invention after Step 7 is completed in the installation and construction.
Fig. 11 is a schematic structural diagram of the sliding-climbing formwork system after Step 9 is completed in the installation and construction process.
In the figure:
1. an outside climbing formwork climbing module; 1.1, climbing a mould and climbing a guide rail; 1.2, attaching a wall part to the creeping formwork; 1.3, climbing a system; 1.4, a first operation platform; 1.5, climbing a formwork operation frame; 1.6, an outer protective net;
2. an upper cantilever truss module; 2.1, high-strength profile steel;
3. an internal hanging operation frame module; 3.1, hanging a steel upright column downwards; 3.2, a second operation platform;
4. a slip form sliding up module; 4.1, reinforcing the bolt; 4.2, template assembly; 4.3, a center-penetrating jack; 4.4, sliding and lifting the guide rail; 4.5, a sliding mode supporting frame;
5. a horizontal structural plate;
6. a vertical shear wall;
9. the existing core tube inner side operation frame.
Detailed Description
The invention is described in further detail below with reference to the figures and the specific embodiments.
As shown in fig. 1-3, the utility model provides a smooth creeping formwork system for core section of thick bamboo construction of watering upside down. The method comprises the following steps: the device comprises an outer climbing formwork climbing module 1, an upper cantilever truss module 2, an inner hanging operation frame module 3 and a sliding formwork sliding-lifting module 4.
As shown in fig. 1, the outside climbing module 1 is attached to the outside of the wall of the core tube.
The upper portion truss module 2 of encorbelmenting sets up in the wall body top of a core section of thick bamboo, and one end and outside climbing formwork climb module 1 and be connected, and the other end encorbelments to the wall body inboard of a core section of thick bamboo.
The internal hanging operation frame module 3 is connected with the cantilever truss module 2 on the upper part of the inner side of the wall body of the core barrel, and the relative outer climbing formwork climbing module 1 is arranged on the inner side of the wall body of the core barrel.
The sliding mode sliding-lifting module 4 is arranged at the upper end of the wall body of the core barrel, is positioned between the outer side climbing-mode climbing module 1 and the inner hanging operation frame module 3, and is positioned below the upper cantilever truss module 2. The sliding-mode sliding-lifting module 4 can adopt an existing structure and is independently arranged relative to the outer-side climbing-mode climbing module 1, the upper overhanging truss module 2 and the inner-hanging operating frame module 3.
As shown in fig. 4, the outside climbing formwork climbing module 1 includes a climbing formwork climbing rail 1.1, a climbing formwork wall-attached part 1.2, a climbing system 1.3 and a climbing formwork handling frame 1.5; the creeping formwork attaches wall spare 1.2 and attaches the wall body outside of connecting in a core section of thick bamboo, and the inboard and creeping formwork that climb guide rail 1.1 attach wall spare 1.2 and are connected, and the outside is connected with climbing system 1.3, and climbing system 1.3 still is connected with creeping formwork handling frame 1.5.
In actual construction, the outside climbing formwork climbing module 1 comprises a multi-section climbing formwork operation frame 1.5 spliced along the height direction.
The outside climbing formwork climbing module 1 further comprises a first operating platform 1.4, and the first operating platform 1.4 is arranged on the climbing formwork operating frame 1.5.
The first operating platforms 1.4 in this embodiment are multiple, and the multiple first operating platforms 1.4 are arranged at intervals along the height direction of the creeping formwork operating frame 1.5.
As shown in fig. 2 and 3, the first operating platform 1.4 is arranged inside the climbing formwork operating frame 1.5.
In addition, the outside climbing formwork climbing module 1 further comprises an outer protective net 1.6, and the outer protective net 1.6 is arranged outside the climbing formwork handling frame 1.5.
Compared with the conventional climbing formwork system, the outside climbing formwork climbing module 1 of the embodiment only reduces a large formwork and a formwork reinforcing system, and the rest structures are consistent with the structure of the conventional climbing formwork. Outside creeping formwork module 1 that climbs can realize two-layer reinforcing bar ligature simultaneously as the outside reinforcing bar ligature handling frame of core bobbin wall body, can upwards climb the one deck after this layer of vertical structure construction is accomplished.
As shown in fig. 5, the upper cantilever truss module 2 is a three-span cantilever truss system composed of high-strength steel 2.1, and is rigidly connected with two rows of steel columns of the outside climbing formwork climbing module 1. The upper cantilever truss module 2 is used as a connecting system of the outer climbing formwork climbing module 1 and the inner hanging operation frame module 3. In some embodiments, the upper cantilevered truss module 2 is a four or more span cantilevered truss system of high strength steel 2.1.
As shown in fig. 6, the internal hanging operation frame module 3 includes an internal operation frame and a second operation platform 3.2, the internal operation frame is connected with the upper overhanging truss module 2 in a hanging manner, and the second operation platform 3.2 is arranged on the internal operation frame. Wherein, interior handling frame includes a plurality of hanging down shaped steel stand 3.1, and a plurality of hanging shaped steel stand 3.1 down are connected through second operation platform 3.2. The second operation platform 3.2 has a plurality of, and a plurality of second operation platform 3.2 set up along the direction of height interval of interior operation frame. Hang down the upper end and the upper portion truss module 2 rigid connection that encorbelments of shaped steel stand 3.1, interior string of handling frame module 3 can realize two-layer reinforcing bar ligature simultaneously as the inboard reinforcement and the handling frame of wall body of core section of thick bamboo, climbs module 1 with outside creeping formwork and climbs in step.
As shown in fig. 7, the sliding form module 4 includes a template assembly 4.2, a sliding form support frame 4.5, a through jack 4.3 and a sliding guide rail 4.4; the formwork component 4.2 comprises an inner formwork arranged on the inner side of the wall body of the core barrel and an outer formwork arranged on the outer side of the wall body of the core barrel; the inner template and the outer template are respectively connected with a slip form supporting frame 4.5 through a reinforcing bolt 4.1, the slip form supporting frame 4.5 is connected with a penetrating jack 4.3, and the penetrating jack 4.3 is in sliding fit with a vertically arranged sliding guide rail 4.4. The sliding lifting of the sliding mould sliding lifting module 4 during the construction of the core cylinder is realized through the matching of the penetrating jack 4.3 and the sliding lifting guide rail 4.4.
The lower end of the outer template is lower than the lower end of the inner template. In other words, the lower end of the outer die plate extends downward longer than the inner die plate, and assuming that the plate thickness of the outer die plate is a, the length of the outer die plate extending downward more than the inner die plate is preferably a +50mm. In this embodiment, the height of the lower end of the slip form support frame 4.5 is the same as the height of the lower end of the formwork assembly 4.2, the lower end of the slip form support frame 4.5 on the inner side of the wall body and the lower end of the inner formwork are in the same horizontal plane, and the lower end of the slip form support frame 4.5 on the outer side of the wall body and the lower end of the outer formwork are in the same horizontal plane. The lower end of the outer template is lower than the lower end of the inner template, so that the integrity of the slip form support frame 4.5 corresponding to the outer side of the wall body and the outer template is ensured when a horizontal structure (namely a horizontal beam plate structure or a horizontal structure plate or a structural beam plate) is constructed. The vertical wall column structure in this embodiment is also referred to as a vertical shear wall or a vertical structure or a core barrel shear wall.
The mounting and construction steps of the creeping formwork system for core tube inverted casting construction in the embodiment are as follows:
as shown in fig. 8, step 1: before the construction of a core section of thick bamboo, according to a core section of thick bamboo size and outer wall size earlier, assemble the corresponding module of the smooth creeping formwork system of this embodiment on spacious ground, include: a first section (or called a lower first section) climbing operation frame 1.5 of the outside climbing module 1 and a sliding mode sliding module 4.
Step 2: and (3) pre-burying a sliding guide rail 4.4 of the sliding mode sliding module 4 before the core tube structure is constructed to the datum plane, installing the rest parts of the sliding mode sliding module 4 after the core tube structure is constructed to the datum plane, and constructing the core tube structure layer by layer from the first-layer core tube structure through the sliding mode sliding module 4.
Step 3: and after the sliding mode sliding module 4 is installed, the lower first section creeping formwork operation frame 1.5 of the outer side creeping formwork climbing module 1 is installed on the ground outside the wall body of the core cylinder.
As shown in fig. 9, step 4: the existing inner side operation frame of the core barrel is erected on the inner side of the wall body of the core barrel, the outer side is bound with steel bars of a first-layer core barrel structure through the first-section lower-portion creeping formwork operation frame 1.5 of the outer side creeping formwork climbing module 1 installed in a floor mode, and the first-position creeping formwork wall attaching piece 1.2 of the outer side creeping formwork climbing module 1 is embedded in the corresponding position in the process.
The sliding-form sliding-lifting module 4 is normally constructed upwards, the sliding-lifting guide rail 4.4 is lengthened in time in the process, and the creeping formwork wall-attached part 1.2 at the second position of the outside creeping formwork climbing module 1 is pre-embedded at the corresponding position.
Step 5: and the sliding form sliding module 4 is normally constructed upwards to a second-layer structure, and then a climbing form climbing guide rail 1.1, a climbing system 1.3 and a second-section climbing form operation frame 1.5 of the outside climbing form climbing module 1 are installed, and at the moment, the two sections of climbing form operation frames 1.5 at the lower end of the outside climbing form climbing module 1 are lifted and connected with the climbing system 1.3.
As shown in fig. 10, step 6: and the sliding-mode sliding-lifting module 4 is normally constructed upwards until the three-layer structure is completed, a third section of creeping-mode operation frame 1.5 of the outside creeping-mode climbing module 1 is installed, and a third creeping-mode wall-attached part 1.2 of the outside creeping-mode climbing module 1 is embedded in a corresponding position in the process.
Step 7: after the third layer of core tube vertical structure reaches the strength, the outside climbing formwork climbing module 1 climbs one layer upwards.
As shown in fig. 11, step 8: and (3) installing the last section of climbing formwork operation frame 1.5 of the outside climbing formwork climbing module 1, installing the upper cantilever truss module 2 and the inner hanging operation frame module 3 in place, and normally constructing the slip form sliding module 4 upwards until the four-layer structure is completed.
Step 9: the installation of the sliding formwork system of the embodiment is completed, and the construction of the horizontal structure and the vertical wall of the core barrel is carried out upwards layer by layer.
Above only the utility model discloses an it is preferred embodiment, the utility model discloses a scope of protection not only limits in above-mentioned embodiment, and the all belongs to the utility model discloses a technical scheme under the thinking all belongs to the utility model discloses a scope of protection. It should be noted that a person skilled in the art should also recognize that several modifications and decorations can be made without departing from the principle of the present invention, and the protection scope of the present invention is also covered.
Claims (10)
1. The utility model provides a smooth creeping formwork system that is used for core section of thick bamboo to pour construction upside down which characterized in that includes:
the outer climbing formwork climbing module is attached to the outer side of the wall body of the core barrel;
the upper cantilever truss module is arranged above the wall body of the core barrel, one end of the upper cantilever truss module is connected with the outside climbing formwork climbing module, and the other end of the upper cantilever truss module is cantilevered to the inner side of the wall body of the core barrel;
the inner hanging operation frame module is connected with an upper overhanging truss module which is cantilevered to the inner side of the wall body of the core barrel, and is arranged on the inner side of the wall body of the core barrel relative to the outer climbing formwork climbing module;
and the sliding mode sliding and lifting module is arranged at the upper end of the wall body of the core barrel, is positioned between the outer side climbing module and the inner hanging operation frame module, and is positioned below the upper cantilever truss module.
2. The form-climbing formwork system for core barrel inverted pouring construction according to claim 1, wherein the outer form-climbing module comprises a form-climbing rail, a form-climbing wall-attached piece, a climbing system and a form-climbing handling frame; the climbing formwork wall attaching piece is attached to the outer side of the wall body of the core barrel, the inner side of the climbing formwork climbing guide rail is connected with the climbing formwork wall attaching piece, the outer side of the climbing formwork climbing guide rail is connected with the climbing system, and the climbing system is further connected with the climbing formwork operation frame.
3. The form-climbing formwork system for core barrel inverted pouring construction according to claim 2, wherein the outside form-climbing module further comprises a first operating platform, and the first operating platform is arranged on the form-climbing operating frame.
4. The framework system of claim 3, wherein the first operating platforms are arranged in a plurality at intervals along the height direction of the framework system.
5. The slip-and-climb formwork system for core barrel inverted pouring construction according to claim 3, wherein the first operation platform is arranged on the inner side of the slip-and-climb formwork operation frame.
6. The climbing formwork system for core barrel inverted pouring construction according to claim 2, wherein the outer climbing formwork climbing module further comprises an outer protective net, and the outer protective net is arranged on the outer side of the climbing formwork operation frame.
7. The skidding frame system for core barrel inverted pouring construction according to claim 1, wherein the inner hanging operation frame module comprises an inner operation frame and a second operation platform, the inner operation frame is connected with the upper overhanging truss module in a hanging mode, and the second operation platform is arranged on the inner operation frame.
8. The skidding frame system for core barrel inverted pouring construction according to claim 7, wherein the second operation platforms are multiple and are arranged at intervals along the height direction of the inner operation frame.
9. The slip form formwork system for core barrel inverted casting construction according to claim 1, wherein the slip form slide-lifting module comprises a formwork assembly, a slip form support frame, a through jack and a slide-lifting guide rail; the formwork component comprises an inner formwork arranged on the inner side of the wall body of the core barrel and an outer formwork arranged on the outer side of the wall body of the core barrel; the inner template and the outer template are respectively connected with the slip form supporting frame through reinforcing bolts, the slip form supporting frame is connected with the penetrating jack, and the penetrating jack is in sliding fit with the vertically arranged sliding guide rail.
10. The skidding formwork system of claim 9 wherein the lower end of the outer formwork is lower than the lower end of the inner formwork.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222670531.4U CN218563020U (en) | 2022-10-11 | 2022-10-11 | A smooth creeping formwork system that is used for core section of thick bamboo to pour construction upside down |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222670531.4U CN218563020U (en) | 2022-10-11 | 2022-10-11 | A smooth creeping formwork system that is used for core section of thick bamboo to pour construction upside down |
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| CN218563020U true CN218563020U (en) | 2023-03-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222670531.4U Active CN218563020U (en) | 2022-10-11 | 2022-10-11 | A smooth creeping formwork system that is used for core section of thick bamboo to pour construction upside down |
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| CN (1) | CN218563020U (en) |
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