CN212201288U - A template reinforcing assembly for crossbeam braced system - Google Patents
A template reinforcing assembly for crossbeam braced system Download PDFInfo
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- CN212201288U CN212201288U CN202020612783.XU CN202020612783U CN212201288U CN 212201288 U CN212201288 U CN 212201288U CN 202020612783 U CN202020612783 U CN 202020612783U CN 212201288 U CN212201288 U CN 212201288U
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- formwork
- scaffold
- steel pipes
- reinforcing
- template
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Abstract
The utility model discloses a template reinforcing component for a beam supporting system, which comprises a scaffold, a beam template, a reinforcing steel pipe (6) and a counter-pull rod (7); the method is characterized in that: the scaffold frame supports the below at the crossbeam template, consolidate steel pipe (6) and constitute the reinforcement subassembly of crossbeam template with diagonal rod (7), the scaffold frame comprises support steel pipe (2) welding, just support steel pipe (2) and be two liang of perpendicular forms and set up, the crossbeam template comprises die block board (3) and side form board (4), improves the stability of supporting, strengthens the reinforcement effect.
Description
Technical Field
The utility model relates to a subassembly is consolidated to template specifically is a subassembly is consolidated to template for crossbeam support system, belongs to building construction technical field.
Background
When a concrete pouring cross beam supporting system is carried out, templates need to be arranged on the outer side of the poured cross beam supporting system to prevent poured concrete from separating, transversely arranged templates need to be reinforced to ensure that the templates are tight in abutted seams, do not leak slurry, are firmly supported and do not move in the installation process, for the existing template reinforcing assembly, firstly, the bottom of the transverse template is often supported by a single supporting upright rod, the supporting structure is not very stable, so that the stable support of the templates cannot be ensured, secondly, the reinforcing effect of the templates is general, the reinforcing of each plate of the templates is split type reinforcing, the uniform reinforcing cannot be realized, thirdly, the formed reinforcing assemblies are often only arranged at the two ends and the middle position of the templates, the effect on the shorter cross beam template is not great, and for the longer cross beam template, the firmness of reinforcement is insufficient.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a template reinforcing component for crossbeam braced system just in order to solve above-mentioned problem.
The utility model discloses a following technical scheme realizes above-mentioned purpose: a template reinforcing component for a beam support system comprises a scaffold, a beam template, a reinforcing steel pipe and a tie rod; the scaffold is supported below the beam formwork, the reinforcing steel pipes and the counter-pull rods form reinforcing components of the beam formwork, the scaffold is formed by welding the supporting steel pipes, the supporting steel pipes are arranged in a pairwise vertical mode, the beam formwork is formed by a bottom formwork and side formworks, the beam formwork is arranged on the inner sides of stand columns at two ends, square timber is arranged between the bottom formwork of the beam formwork and the scaffold, the reinforcing steel pipes are symmetrically arranged on the outer sides of the side formworks of the beam formwork in a set, the two ends of the counter-pull rods penetrate through gaps between the reinforcing steel pipe sets symmetrically arranged respectively, clamping pieces are sleeved on the two end rods of the counter-pull rods and clamped outside the reinforcing steel pipes, fastening nuts are in threaded connection with the two ends of the counter-pull rods respectively, and the fastening nuts are located on the outer sides of the clamping pieces.
As a further aspect of the present invention: and the beam template between the two upright posts is combined and supported through a double-row scaffold.
As a further aspect of the present invention: the row pitch of the support steel pipes of the scaffold is 60cm, the transverse pitch of the support steel pipe vertical rods is 70cm, and the vertical step pitch of the horizontal support steel pipe support is 45 cm.
As a further aspect of the present invention: the square timber is respectively arranged above the vertical rod supporting steel pipes of the scaffold, and the size of the square timber is 10cm by 10 cm.
As a further aspect of the present invention: the opposite pull rods are respectively positioned at the upper ends of the side templates and the bottoms of the side templates through being connected to the two ends of the reinforced steel pipes.
As a further aspect of the present invention: and a reinforcing component consisting of the reinforcing steel pipe and the counter pull rod is reinforced along the length of the cross beam every 70 cm.
The utility model has the advantages that: this a template reinforcing component for crossbeam braced system reasonable in design, crossbeam template between two stands makes up the support through double scaffold, improve the stability of support, in order to ensure that crossbeam template can stably set up, the square timber sets up the top at the pole setting support steel pipe of scaffold respectively, and the size of square timber is 10cm, increase and crossbeam template die block's area of contact, in order to further improve the lifting surface who supports, be located the upper end of side form board and the bottom of side form board respectively through connecting the both ends at reinforcing steel pipe to the pull rod, all can consolidate the upper and lower side of crossbeam template, in order to ensure the stable fastness of constituting reinforcing component, reinforcing steel pipe and the reinforcing component who constitutes to the pull rod consolidate one along every 70cm of crossbeam length, reinforcing and strengthening the reinforcing effect.
Drawings
FIG. 1 is a schematic front view of the present invention;
fig. 2 is a schematic view of the scaffold support structure of the present invention;
fig. 3 is a schematic view of the top view structure of the present invention.
In the figure: 1. the steel pipe support structure comprises columns, 2, support steel pipes, 3, a bottom template, 4, side templates, 5, square timber, 6, a reinforcing steel pipe, 7, a tie rod, 8, a clamping piece, 9 and a fastening nut.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. 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.
Referring to fig. 1 to 3, a formwork reinforcing assembly for a beam support system includes a scaffold, a beam formwork, a reinforcing steel pipe 6 and a tie rod 7; the scaffold is supported below the beam formwork, the reinforcing steel pipes 6 and the counter pull rods 7 form a reinforcing component of the beam formwork, the scaffold is formed by welding the supporting steel pipes 2, the supporting steel pipes 2 are vertically arranged in pairs, the beam template consists of a bottom template 3 and a side template 4, the beam formworks are arranged at the inner sides of the upright posts 1 at the two ends, square timbers 5 are arranged between the bottom formworks 3 of the beam formworks and the scaffold, the two reinforcing steel pipes 6 are arranged outside the side templates 4 of the beam template symmetrically in a group, two ends of the opposite pull rod 7 respectively penetrate through gaps between the symmetrically arranged reinforced steel pipe 6 groups, the rod bodies at two ends of the opposite pull rod 7 are sleeved with clamping pieces 8, and the clamping piece 8 is clamped on the outer side of the reinforced steel pipe 6, two ends of the opposite pull rod 7 are respectively in threaded connection with a fastening nut 9, and the fastening nuts 9 are positioned on the outer side of the clamping piece 8.
Further, in the embodiment of the utility model provides an, two crossbeam template between the stand 1 makes up the support through double scaffold, improves the stability of support to ensure that the crossbeam template can stably set up.
Further, in the embodiment of the utility model provides an in, the support 2 row spacing of steel pipe of scaffold frame 60cm support 2 pole setting horizontal spacing 70cm, and horizontal support steel pipe 2 supports vertical step and is 45 cm.
Further, in the embodiment of the utility model provides an in, square timber 5 sets up respectively in the pole setting of scaffold frame supports the top of steel pipe 2, and square timber 5's size is 10cm, increase and crossbeam template die block board 3's area of contact to further improve the lifting surface who supports.
Further, in the embodiment of the utility model provides an in, to pull rod 7 through connect the both ends of consolidating steel pipe 6 and be located the upper end of side form 4 and the bottom of side form 4 respectively, all can consolidate the upper and lower side of crossbeam template to ensure the stable fastness of the subassembly of consolidating that constitutes.
Further, in the embodiment of the present invention, the reinforcing component of reinforcing the steel pipe 6 and the tie rod 7 is reinforced along the length of the beam per 70cm, so as to enhance the reinforcing effect.
The working principle is as follows: when the formwork reinforcing component for the beam support system is used, firstly, double rows of scaffolds are arranged between two upright posts 1, a beam formwork formed by a bottom formwork 3 and a side formwork 4 is arranged above the scaffolds, square timbers 5 are arranged between the bottom formwork 3 and upright support steel pipes 2 of the scaffolds, then two reinforcing steel pipes 6 are arranged outside the side formworks 4 in a group, two ends of a tie rod 7 respectively penetrate through gaps between the symmetrically arranged reinforcing steel pipe 6 groups, clamping pieces 8 are sleeved on two ends of the tie rod 7 to clamp the reinforcing steel pipes 6, fastening nuts 9 are arranged to reinforce, and finally, a reinforcing component formed by the reinforcing steel pipes 6 and the tie rod 7 is sequentially reinforced at every 70cm of the length of the beam.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (6)
1. A template reinforcing component for a beam support system comprises a scaffold, a beam template, a reinforcing steel pipe (6) and a tie rod (7); the method is characterized in that: the scaffold is supported below a beam formwork, the reinforcing steel pipes (6) and the counter-pull rods (7) form reinforcing components of the beam formwork, the scaffold is formed by welding the supporting steel pipes (2), the supporting steel pipes (2) are arranged in a pairwise vertical manner, the beam formwork is formed by bottom formworks (3) and side formworks (4), the beam formwork is arranged on the inner sides of the upright posts (1) at two ends, square timber (5) is arranged between the bottom formworks (3) of the beam formwork and the scaffold, the two reinforcing steel pipes (6) are symmetrically arranged on the outer sides of the side formworks (4) of the beam formwork, two ends of the counter-pull rods (7) penetrate through gaps between the symmetrically arranged reinforcing steel pipe (6) groups respectively, clamping pieces (8) are sleeved on the rods at two ends of the counter-pull rods (7), and the clamping pieces (8) are clamped on the outer sides of the reinforcing steel pipes (6), and two ends of the opposite pull rod (7) are respectively in threaded connection with a fastening nut (9), and the fastening nuts (9) are positioned on the outer side of the clamping piece (8).
2. A formwork reinforcement assembly for a beam support system according to claim 1, wherein: and the beam template between the two upright posts (1) is combined and supported through a double-row scaffold.
3. A formwork reinforcement assembly for a beam support system according to claim 1 or 2, wherein: the row pitch of the support steel pipes (2) of the scaffold is 60cm, the transverse distance between the vertical rods of the support steel pipes (2) is 70cm, and the vertical step pitch of the horizontal support steel pipes (2) is 45 cm.
4. A formwork reinforcement assembly for a beam support system according to claim 1, wherein: the square timber (5) is respectively arranged above the vertical rod supporting steel pipes (2) of the scaffold, and the size of the square timber (5) is 10cm by 10 cm.
5. A formwork reinforcement assembly for a beam support system according to claim 1, wherein: the opposite pull rods (7) are connected to the two ends of the reinforced steel pipe (6) and are respectively located at the upper end of the side formwork (4) and the bottom of the side formwork (4).
6. A formwork reinforcement assembly for a beam support system according to claim 1, wherein: and a reinforcing component formed by the reinforcing steel pipe (6) and the counter pull rod (7) is reinforced along the length of the cross beam every 70 cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020612783.XU CN212201288U (en) | 2020-04-22 | 2020-04-22 | A template reinforcing assembly for crossbeam braced system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020612783.XU CN212201288U (en) | 2020-04-22 | 2020-04-22 | A template reinforcing assembly for crossbeam braced system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212201288U true CN212201288U (en) | 2020-12-22 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020612783.XU Active CN212201288U (en) | 2020-04-22 | 2020-04-22 | A template reinforcing assembly for crossbeam braced system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212201288U (en) |
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2020
- 2020-04-22 CN CN202020612783.XU patent/CN212201288U/en active Active
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