CN212506410U - Template reinforcing structure at chamfer of bottom plate - Google Patents
Template reinforcing structure at chamfer of bottom plate Download PDFInfo
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- CN212506410U CN212506410U CN202021140853.2U CN202021140853U CN212506410U CN 212506410 U CN212506410 U CN 212506410U CN 202021140853 U CN202021140853 U CN 202021140853U CN 212506410 U CN212506410 U CN 212506410U
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- bottom plate
- side wall
- chamfer
- template
- wainscot
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Abstract
The utility model relates to a bottom plate chamfer department template reinforced structure, including bottom plate and side wall, side wall and bottom plate corner are equipped with integrative pre-buried steel reinforcement cage, and the side wall template sets up perpendicular to the bottom plate, is provided with the split bolt pole on the side wall template, is equipped with the chamfer clamp plate on the bottom plate and the side wall template contained angle line, and this chamfer clamp plate has bottom plate wainscot, chamfer wainscot and three folded surface of side wall wainscot, and its side wall wainscot passes through split bolt pole and side wall template rigid coupling, and its bottom plate wainscot closely laminates with the bottom plate; vertical reinforcing bar of rigid coupling in the bottom plate, vertical reinforcing bar set up along the next door below the chamfer clamp plate, and the utensil that normal construction conventionality was acquireed is all to the relevant part of this structure, and this reinforced structure is convenient for install, prevents that aluminium template lower limb from to the slope of pipe gallery internal direction when concrete placement for work becomes simple laborsaving during concrete placement, has also promoted the planarization of shaping concrete face simultaneously.
Description
Technical Field
The utility model relates to a bottom plate chamfer takes shape the construction, concretely relates to bottom plate chamfer department template reinforced structure.
Background
At present, the construction bottom plate chamfer generally adopts the plank sheathing to directly prop up in the construction piping lane, lays the template from bottom plate side line to another side line, accomplishes reinforcement and concrete placement at last. And the other method is that the whole gallery is constructed by adopting a steel die during construction.
The defects of the two methods are as follows: the chamfer structure fixed by the wood formwork does not have a good typesetting plan before being fixed, so the structural stability is poor, and the appearance quality of the concrete formed by construction is poor. And adopt the steel form shaping chamfer, though the template typesetting is better, and concrete shaping quality is good yet, is not suitable for the pipe gallery project of changeable structure, and the cost is expensive, far exceeds the cost. Therefore, the technical personnel in the field expect to have a chamfer template scheme which not only can be well formed, but also can control the construction cost.
SUMMERY OF THE UTILITY MODEL
The utility model provides a solve above-mentioned technical problem, provide a chamfer template fixed knot structure that low in cost, structure are firm.
In order to achieve the above object, the present invention provides a technical means:
a template reinforcing structure at a chamfer of a bottom plate comprises the bottom plate and the side wall, wherein an integral embedded reinforcement cage is arranged at the corner of the side wall and the bottom plate, the side wall template is arranged perpendicular to the bottom plate, a split bolt rod is arranged on the side wall template, a chamfer pressing plate is arranged along the included angle line of the bottom plate and the side wall template, the chamfer pressing plate is provided with a bottom plate veneer, a chamfer veneer and three folding surfaces of the side wall veneer, the side wall veneer is fixedly connected with the side wall template through the split bolt rod, and the bottom plate veneer is tightly attached to the bottom plate; vertical reinforcing steel bars are fixedly connected in the bottom plate and arranged beside the lower edge of the chamfering pressing plate.
Preferably, the chamfering pressing plate is an aluminum strip-shaped template.
Preferably, the vertical steel bars are fixedly connected with the embedded steel bar cage of the bottom plate.
Preferably, the top of the vertical steel bar is perpendicular to and fixedly connected with the split bolt rod.
Preferably, the vertical steel bars are welded with the veneering edge of the bottom plate.
The utility model provides a structure, related part all are at the utensil that normal construction conventionality acquireed. This structure carries out the chamfer shaping and is convenient for install, to reinforcement of reinforcing bar about the aluminum mould board, prevents that aluminum mould board lower limb from to the pipe gallery direction slope when concrete placement for work becomes simple laborsaving during concrete placement, has also promoted the planarization of shaping concrete face simultaneously.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Detailed Description
The technical solution of the present invention will be described clearly and completely with reference to the accompanying drawings, and obviously, the described embodiments are some, but not all embodiments of the present invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
As shown in figure 1, the template reinforcing structure at the chamfer position of the bottom plate comprises a bottom plate,
The side wall comprises a bottom plate 1 and a side wall 5, wherein an integral embedded reinforcement cage 2 is arranged at the corner of the side wall 5 and the bottom plate 1, a side wall template is arranged perpendicular to the bottom plate 1, a split bolt rod 6 is arranged on the side wall template, a chamfer pressing plate is arranged along the included angle line of the bottom plate 1 and the side wall template, the chamfer pressing plate is provided with a bottom plate veneer 41, a chamfer veneer 42 and a side wall veneer 43, the side wall veneer 43 is fixedly connected with the side wall template through the split bolt rod 6, and the bottom plate veneer 41 is tightly attached to the bottom plate 1; vertical reinforcing bar 3 is fixedly connected in bottom plate 1, and vertical reinforcing bar 3 is arranged beside the lower edge of the chamfering pressing plate.
The chamfering pressing plate is an aluminum strip-shaped template. When the length of the chamfering pressing plate is not enough relative to the actual length of the chamfering, the two chamfering pressing plates are connected through the rivet, so that the chamfering pressing strip is prolonged.
This chamfer template reinforced structure is fit for relatively arranging with steel reinforcement cage 2 and template and installing together before piping lane bottom plate 1 and 5 concrete pours of side wall, 3 lower parts of vertical reinforcing bar and the pre-buried steel reinforcement cage 2 rigid couplings of bottom plate. The structure can be used for other building constructions, wherein the structure is additionally provided with a vertical wall after the bottom plate 1 or the floor slab is finished, and the joint of the bottom plate and the floor slab is designed with a chamfer angle structure. The vertical bars 3 may be fixed vertically to the floor 1 or the floor 5 in any known manner.
Preferably, the top of the vertical steel bar is perpendicular to and fixedly connected with the split bolt rod 6. This structure just forms the square frame between split bolt 6, vertical reinforcing bar 3, bottom plate 1 and curb plate 5, and the cross-section of chamfer clamp plate is the slant holding power in the square frame, and protection architecture's stability avoids chamfer layering lower limb outwards to produce the displacement.
Preferably, the vertical steel bars 3 are welded with the edge of the bottom plate facing. The welding at this position is only slightly spot-welded.
The following construction steps of the template reinforcing structure at the chamfer position of the bottom plate are described in detail with reference to specific embodiments:
(1) with the help of the drawings, the base plate in the embodiment is inverted into an isosceles right triangle, and the aluminum template with three detachable surfaces is manufactured according to the construction drawing.
(2) Adopt the rivet to connect the chamfer clamp plate along piping lane direction one by one, wear the split bolt to carry out conventional reinforcement to above-mentioned chamfer aluminum mould board in the piping lane outer wall.
(3) 25 steel bars are welded upwards from the bottom plate, and the lower edge of the chamfering pressing plate is clamped at the positions of the steel bars. The length of the steel bar in the embodiment is 1100 mm.
(4) The horizontal direction extension reinforcing steel bars are welded at the inner end heads of the opposite pulling screw rods, and the extension reinforcing steel bars are welded with the vertical reinforcing steel bars on the bottom plate.
(5) And 5 meters of vertical steel bars for clamping and fixing the chamfering pressing plate are arranged along the trend of the chamfering structure.
Compared with the prior art, the utility model, beneficial effect does: the steel bar perpendicular to the bottom plate is used for limiting the chamfering pressing bar and can be used as a concrete marking line, and the structure cannot generate excessive construction structures. The vertical reinforcing steel bars ensure that the chamfering aluminum template cannot deform due to overlarge pressure in the side direction of the side wall concrete. The molded concrete surface has good appearance after the structure is used for reinforcing the template, the construction efficiency is greatly improved, the aluminum pressing strip material has low price, and the cost is saved.
Claims (5)
1. The utility model provides a template reinforced structure of bottom plate chamfer department, includes bottom plate and side wall, and the side wall is equipped with integrative pre-buried steel reinforcement cage with the bottom plate corner, and side wall template perpendicular to bottom plate sets up, is provided with split bolt pole, characterized by on the side wall template: a chamfer pressing plate is arranged along the included angle line of the bottom plate and the side wall template, the chamfer pressing plate is provided with a bottom plate veneer, a chamfer veneer and three folding surfaces of the side wall veneer, the side wall veneer is fixedly connected with the side wall template through a split bolt rod, and the bottom plate veneer is tightly attached to the bottom plate; vertical reinforcing steel bars are fixedly connected in the bottom plate and arranged beside the lower edge of the chamfering pressing plate.
2. The reinforcement structure for the formwork at the chamfer of the bottom plate as claimed in claim 1, wherein: the chamfering pressing plate is an aluminum strip-shaped template.
3. The reinforcement structure for the formwork at the chamfer of the bottom plate as claimed in claim 1, wherein: the vertical steel bars are fixedly connected with the embedded steel bar cage of the bottom plate.
4. The reinforcement structure for the formwork at the chamfer of the bottom plate as claimed in claim 1, wherein: the top of the vertical steel bar is perpendicular to and fixedly connected with the split bolt rod.
5. The bottom plate chamfer angle template reinforcing structure of claim 4, which is characterized in that: the vertical steel bars are welded with the veneering edge of the bottom plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021140853.2U CN212506410U (en) | 2020-06-18 | 2020-06-18 | Template reinforcing structure at chamfer of bottom plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021140853.2U CN212506410U (en) | 2020-06-18 | 2020-06-18 | Template reinforcing structure at chamfer of bottom plate |
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| Publication Number | Publication Date |
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| CN212506410U true CN212506410U (en) | 2021-02-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202021140853.2U Active CN212506410U (en) | 2020-06-18 | 2020-06-18 | Template reinforcing structure at chamfer of bottom plate |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112854298A (en) * | 2021-03-15 | 2021-05-28 | 山西三建集团有限公司 | Reinforcing system and reinforcing method for concrete pouring template of axillary corners of pipe gallery wall body |
| CN114352013A (en) * | 2022-01-24 | 2022-04-15 | 中国建筑第八工程局有限公司 | Three-section type reinforcing device at external corner of template |
-
2020
- 2020-06-18 CN CN202021140853.2U patent/CN212506410U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112854298A (en) * | 2021-03-15 | 2021-05-28 | 山西三建集团有限公司 | Reinforcing system and reinforcing method for concrete pouring template of axillary corners of pipe gallery wall body |
| CN114352013A (en) * | 2022-01-24 | 2022-04-15 | 中国建筑第八工程局有限公司 | Three-section type reinforcing device at external corner of template |
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