CN212317487U - Template supporting structure for construction of outward-inclined overhanging concrete column - Google Patents
Template supporting structure for construction of outward-inclined overhanging concrete column Download PDFInfo
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- CN212317487U CN212317487U CN202020379952.XU CN202020379952U CN212317487U CN 212317487 U CN212317487 U CN 212317487U CN 202020379952 U CN202020379952 U CN 202020379952U CN 212317487 U CN212317487 U CN 212317487U
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Abstract
The utility model discloses a template bearing structure is used in concrete column construction of extroversion encorbelmenting, including substructure floor and the superstructure floor that is located substructure floor top, the outside detachably of substructure floor is fixed with horizontal cantilever beam, the outer end detachably of horizontal cantilever beam is fixed with the support frame, the top of support frame is fixed on superstructure floor through fixed subassembly detachably, the outside of superstructure floor is equipped with the extroversion template that is used for shaping extroversion to encorbelment concrete column, the top detachably of support frame is fixed with props the die carrier, props the top shore of die carrier on the template of extroversion. The template supporting structure for the construction of the outward-inclined cantilever concrete column has the advantages of low construction cost, good stability, economy, applicability and the like.
Description
Technical Field
The utility model relates to a construction tool or other building auxiliary assembly technical field especially relate to a template bearing structure is used in concrete column construction of extroversion encorbelmenting.
Background
In the construction process of the outward-inclined cantilever concrete structure, a method of erecting a scaffold from a ground floor is generally adopted to support a template, but after a structural floor reaches a certain height, the material consumption of the scaffold is increased, the occupied area of the bottom space is increased, and for a structure with a lower structural height, a method of erecting a full-hall scaffold supporting template is generally adopted.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is to overcome the not enough of prior art, provide a template bearing structure is used in concrete column construction that the extroversion is encorbelmented that construction cost is low, stability is good and economy is suitable for.
In order to solve the technical problem, the utility model discloses a following technical scheme:
the utility model provides a concrete column construction of extroversion is with template bearing structure, includes understructure floor and the superstructure floor that is located understructure floor top, the outside detachably of understructure floor is fixed with horizontal cantilever beam, the outer end detachably of horizontal cantilever beam is fixed with the support frame, the top of support frame is fixed on superstructure floor through fixed subassembly detachably, the outside of superstructure floor is equipped with the extroversion template that is used for the shaping extroversion to encorbelment concrete column, the top detachably of support frame is fixed with props the die carrier, the top shore of propping the die carrier is on the extroversion template.
As a further improvement of the above technical solution:
the inner end of the horizontal cantilever beam is fixed on the lower-layer structural floor slab through a split bolt.
The lower-layer structure floor slab is pre-embedded with an installation pipe, and the split bolts penetrate through the installation pipe.
The installation pipe is a PVC pipe.
The bottom of the outward-inclined template is placed on the upper-layer structure floor slab, and a blocking piece is fixed on the inner side of the bottom of the outward-inclined template on the upper-layer structure floor slab.
The fixed subassembly includes pull rod and staple bolt, the one end of pull rod is fixed on superstructure floor, the other end hangs out the setting, the staple bolt is fixed on the support frame and is held tightly in the end that hangs out of pull rod.
The bottom end of the support frame is fixed on the horizontal cantilever beam through a bolt.
The bottom end of the support frame is fixed on the support frame through a bolt.
Compared with the prior art, the utility model has the advantages of:
the utility model discloses a template supporting structure for constructing a concrete column with an outward-inclined cantilever, the lower side of the outward-inclined template is supported at the overhanging end of a horizontal cantilever beam through a supporting die frame and a supporting frame, so that the outward-inclined template is more stable and firm and has high safety; meanwhile, the formwork support frame and the support frame are arranged between the lower-layer structural floor and the upper-layer structural floor, such as between two layers of structural floors which are close to each other, so that the using amount of the scaffold in the construction process is greatly reduced, the construction cost is saved, the construction interval is concentrated between the layers, and compared with the arrangement of the scaffold, construction uncertain factors such as the stability of a high scaffold and the safety in the scaffold dismantling process are increased along with the increase of the height of the scaffold, and by adopting the formwork support structure, the influence of the uncertain factors can be reduced, and the construction safety is improved; in addition, the horizontal cantilever beam, the formwork supporting frame and the supporting frame are detachably mounted, so that the construction convenience of the formwork supporting structure is improved, the formwork supporting structure can be repeatedly used, and the economic applicability is improved; furthermore, the template supporting structure does not occupy a construction area below a floor slab of the lower-layer structure, so that the flowability of construction machinery is increased, and the construction efficiency is improved.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is an enlarged view at a in fig. 1.
Fig. 3 is an enlarged view at B in fig. 1.
Fig. 4 is a schematic structural diagram of the hoop of the present invention.
The reference numerals in the figures denote:
1. a lower structural floor slab; 2. an upper structural floor slab; 21. a blocking member; 3. a horizontal cantilever beam; 4. a support frame; 5. a fixing assembly; 51. a pull rod; 52. hooping; 6. a camber template; 7. a mould support frame; 8. oppositely pulling the bolts; 9. and (5) installing a pipe.
Detailed Description
The invention will be described in further detail with reference to the drawings and specific examples.
Fig. 1 to fig. 4 show the utility model discloses concrete column construction is encorbelmented with template bearing structure's of extroversion an embodiment, this concrete column construction is encorbelmented with template bearing structure of extroversion includes understructure floor 1 and is located the superstructure floor 2 of 1 top of understructure floor, the outside detachably of understructure floor 1 is fixed with horizontal cantilever beam 3, the outer end detachably of horizontal cantilever beam 3 is fixed with support frame 4, the top of support frame 4 is fixed on superstructure floor 2 through fixed subassembly 5 detachably, the outside of superstructure floor 2 is equipped with the extroversion template 6 that is used for shaping concrete column of encorbelmenting of extroversion, the top detachably of support frame 4 is fixed with and props template 7, prop the top shore of template 7 on the template 6 of extroversion. The inner end of the horizontal cantilever beam 3 is detachably fixed on the lower-layer structure floor slab 1, the outer end of the horizontal cantilever beam 3 is suspended to the outer side of the lower-layer structure floor slab 1 (the suspension direction of the horizontal cantilever beam 3 is the same as the inclination direction of the outward-inclined template 6), and the lower side of the outward-inclined template 6 is supported at the suspension end of the horizontal cantilever beam 3 through the formwork support 7 and the support frame 4, so that the outward-inclined template 6 is more stable and firm, and the safety is high; meanwhile, because the supporting frame 7 and the supporting frame 4 are arranged between the lower-layer structure floor slab 1 and the upper-layer structure floor slab 2, such as between two layers of structure floor slabs which are close to each other, the using amount of scaffold frames in the construction process is greatly reduced, the construction cost is saved, and the construction interval is concentrated between layers; in addition, the horizontal cantilever beam 3, the supporting formwork 7 and the supporting frame 4 are detachably mounted, so that the construction convenience of the formwork supporting structure is improved, the formwork supporting structure can be repeatedly used, and the economic applicability is improved; further, the formwork support structure does not occupy a construction area below the lower-layer structure floor slab 1, the mobility of construction machinery is increased, and the construction efficiency is improved.
In this embodiment, as shown in fig. 2, the inner end of the horizontal cantilever beam 3 is fixed to the lower structural floor 1 by a split bolt 8. Specifically, a mounting pipe 9 is pre-buried in the lower-layer structure floor slab 1, and the split bolt 8 is arranged in the mounting pipe 9 in a penetrating manner. The mounting tube 9 is a PVC tube. When each layer of structural floor slab is constructed, PVC pipes are embedded in proper positions in advance, the inner ends of the horizontal cantilever beams 3 penetrate through the PVC pipes through split bolts 8 to be fixed on the structural floor slab, and the bearing capacity of the outer ends of the horizontal cantilever beams 3 is improved.
In this embodiment, as shown in fig. 1, the bottom end of the camber formwork 6 is placed on the upper-layer structural floor 2, and the blocking member 21 is fixed to the upper-layer structural floor 2 at the inner side of the bottom end of the camber formwork 6. The blocking piece 21 can be a steel back ridge, a wood board and the like, the blocking piece 21 can be fixed by bolts or embedded on the upper-layer structure floor 2, and is used for blocking the bottom end of the outward-inclined template 6 from sliding towards the inner side of the upper-layer structure floor 2, so that the outward-inclined template 6 is fixed in position under the blocking effect of the blocking piece 21 and the supporting effect of the formwork support 7.
In this embodiment, as shown in fig. 3 and 4, the fixing assembly 5 includes a pull rod 51 and an anchor ear 52, one end of the pull rod 51 is fixed on the upper-layer structural floor 2, and the other end is suspended, and the anchor ear 52 is fixed on the supporting frame 4 and tightly clasps the suspended end of the pull rod 51. Specifically, the pull rod 51 can be embedded in the side end of the upper-layer structure floor 2 in advance or fixed on the upper-layer structure floor 2 through expansion bolts at the later stage, and the top end of the support frame 4 is held on the pull rod 51 through the hoop 52, so that the position and the angle of the support frame 4 can be adjusted conveniently.
In this embodiment, the bottom end of the support frame 4 is fixed to the horizontal cantilever beam 3 by a bolt. The bottom end of the supporting frame 7 is fixed on the supporting frame 4 through a bolt.
Although the present invention has been described with reference to the preferred embodiments, it is not intended to limit the present invention. The technical solution of the present invention can be used by anyone skilled in the art to make many possible variations and modifications, or to modify equivalent embodiments, without departing from the scope of the technical solution of the present invention, using the technical content disclosed above. Therefore, any simple modification, equivalent change and modification made to the above embodiments by the technical entity of the present invention should fall within the protection scope of the technical solution of the present invention.
Claims (8)
1. The utility model provides a concrete column construction of extroversion is with template bearing structure, its characterized in that of encorbelmenting: including understructure floor (1) and superstructure floor (2) that are located understructure floor (1) top, the outside detachably of understructure floor (1) is fixed with horizontal cantilever beam (3), the outer end detachably of horizontal cantilever beam (3) is fixed with support frame (4), the top of support frame (4) is fixed on superstructure floor (2) through fixed subassembly (5) detachably, the outside of superstructure floor (2) is equipped with outward-inclining template (6) that are used for the shaping outward-inclining to-cantilever concrete column, the top detachably of support frame (4) is fixed with props die carrier (7), prop the top shore of propping die carrier (7) on outward-inclining template (6).
2. The formwork support structure for construction of an extroversion cantilever concrete column according to claim 1, characterized in that: the inner end of the horizontal cantilever beam (3) is fixed on the lower-layer structural floor slab (1) through a split bolt (8).
3. The formwork support structure for construction of an extroversion cantilever concrete column according to claim 2, characterized in that: the lower-layer structure floor slab (1) is pre-embedded with installation pipes (9), and the split bolts (8) penetrate through the installation pipes (9).
4. The formwork support structure for construction of an extroversion cantilever concrete column according to claim 3, characterized in that: the mounting pipe (9) is a PVC pipe.
5. The formwork support structure for construction of an extroversion cantilever concrete column according to claim 1, characterized in that: the bottom of the outward-inclined template (6) is placed on the upper-layer structure floor slab (2), and the upper-layer structure floor slab (2) is fixed with a blocking piece (21) on the inner side of the bottom of the outward-inclined template (6).
6. The formwork support structure for construction of an extroversion cantilever concrete column according to claim 1, characterized in that: fixed subassembly (5) include pull rod (51) and staple bolt (52), the one end of pull rod (51) is fixed on superstructure floor (2), the other end hangs out the setting, staple bolt (52) are fixed on support frame (4) and are held tightly in the end that hangs out of pull rod (51).
7. The formwork support structure for construction of an extroversion cantilever concrete column according to any one of claims 1 to 6, characterized in that: the bottom end of the support frame (4) is fixed on the horizontal cantilever beam (3) through a bolt.
8. The formwork support structure for construction of an extroversion cantilever concrete column according to any one of claims 1 to 6, characterized in that: the bottom end of the support frame (7) is fixed on the support frame (4) through a bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020379952.XU CN212317487U (en) | 2020-03-23 | 2020-03-23 | Template supporting structure for construction of outward-inclined overhanging concrete column |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020379952.XU CN212317487U (en) | 2020-03-23 | 2020-03-23 | Template supporting structure for construction of outward-inclined overhanging concrete column |
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| CN212317487U true CN212317487U (en) | 2021-01-08 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113481774A (en) * | 2021-06-21 | 2021-10-08 | 浙大城市学院 | Construction method of light embankment structure on steep mountain land |
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2020
- 2020-03-23 CN CN202020379952.XU patent/CN212317487U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113481774A (en) * | 2021-06-21 | 2021-10-08 | 浙大城市学院 | Construction method of light embankment structure on steep mountain land |
| CN113481774B (en) * | 2021-06-21 | 2022-05-27 | 浙大城市学院 | Construction method of light embankment structure on steep mountain land |
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