CN221219646U - Adjacent girder template reinforcement system - Google Patents
Adjacent girder template reinforcement system Download PDFInfo
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- CN221219646U CN221219646U CN202322603536.XU CN202322603536U CN221219646U CN 221219646 U CN221219646 U CN 221219646U CN 202322603536 U CN202322603536 U CN 202322603536U CN 221219646 U CN221219646 U CN 221219646U
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- girder
- template
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 72
- 238000009415 formwork Methods 0.000 claims abstract description 14
- 238000005452 bending Methods 0.000 claims abstract description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 210000003205 muscle Anatomy 0.000 claims description 4
- 238000005192 partition Methods 0.000 abstract description 15
- 238000010276 construction Methods 0.000 abstract description 10
- 230000007306 turnover Effects 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The adjacent girder template reinforcement system comprises two adjacent roof templates with a certain gap, wherein the inner edge part of each roof template is provided with a girder template, girder reinforcements are arranged in the girder templates, the surfaces of the girder templates are provided with the girder reinforcements, a supporting partition plate is fixedly arranged in the gap between the two girder templates, the height of the supporting partition plate is higher than that of the girder reinforcements, the height of an inner side plate of each girder template is the same as that of the supporting partition plate, and the inner ends of longitudinal reinforcements in the girder reinforcements are provided with the girder reinforcements inserted into the girder reinforcements in a bending way; the formwork reinforcement system can synchronously perform pouring construction of adjacent roofs, is convenient to construct and high in efficiency, and can release the formwork and form a form removal space after the construction is finished and the middle supporting partition plate is removed, so that the form removal operation is convenient, the formwork is not easy to damage, the formwork loss can be reduced, and the turnover rate of the formwork is improved.
Description
Technical Field
The utility model relates to the field of building beam column structures, in particular to an adjacent girder template reinforcement system.
Background
The concrete main beam has the function of directly transmitting the load on the concrete main beam to the upright post or the wall body through the supports at the two ends. When some factory building type building structures are designed, side-by-side girder structures can be designed on the roof, and a certain interval is arranged between the two girders. But this design needs to set up the bimodulus plate structure in narrow and small space, and the degree of difficulty of putting the mould is higher, and easy expanding mould in the pouring process to the template dismantles the space after the concrete placement is accomplished limited, leads to the template to dismantle troublesome, and the dismantlement in-process is easily damaged, and the template loss is high, remains to adjust the improvement to this template system.
Disclosure of utility model
In order to solve the problems, the utility model provides an adjacent girder template reinforcement system.
The technical scheme of the utility model is as follows: the utility model provides an adjacent girder template arrangement of reinforcement system, including two roofing templates that are adjacent and have certain clearance, two roofing templates are in same horizontal plane, the interior border portion of roofing template is equipped with girder template, be equipped with girder arrangement of reinforcement in the girder template, girder arrangement of reinforcement is equipped with certain distance with the medial surface of girder template, the surface of roofing template is equipped with the roofing arrangement of reinforcement, the laminating of roofing arrangement of reinforcement is two-layer, the clearance internal fixation between two girder templates is provided with the support baffle, the height of this support baffle is higher than the height of roofing arrangement of reinforcement, this difference in height is the pouring height of roofing mixed soil, the medial plate height of girder template is the same with the height of support baffle.
Preferably, the inner end of the longitudinal steel bar in the roof reinforcement is provided with a roof dowel bar which is inserted into the main beam reinforcement in a bending way, and the lower end of the roof dowel bar is close to the bottom surface of the main beam template.
Preferably, the longitudinal steel bars are pressed on the surface of the main angle bar at the upper part of the main beam reinforcing bars to form a fitting structure.
Preferably, the middle part of the roof template is provided with a secondary beam template, a secondary beam reinforcement is arranged in the secondary beam template, the outer end of a secondary angle rib at the upper part of the secondary beam reinforcement is provided with a secondary beam dowel bar which is inserted into the main beam reinforcement in a bending way, and the lower end of the secondary beam dowel bar is close to the bottom surface of the main beam template.
Preferably, the outer end of the lower secondary angle rib of the secondary beam rib extends into the main beam rib and is pressed on the surface of the lower main angle rib of the main beam rib, and the inner end of the secondary beam rib is close to the side surface of the inner plate of the main beam template.
Preferably, the number of the upper secondary corner reinforcements of the secondary beam reinforcement is two, and the number of the lower secondary corner reinforcements is at least three.
Preferably, a plurality of concrete struts are uniformly spaced between the inner side plate body and the outer side plate body of the main beam template, the side surfaces of the concrete struts are roughened, and a plurality of root concrete struts are uniformly spaced between the plate bodies on the two sides of the secondary beam template.
The beneficial technical effects of the utility model are as follows:
(1) According to the utility model, the two girder templates are supported and fixed into a whole by arranging the supporting partition plates between the inner side plate bodies of the two girder templates, and the supporting partition plates and the inner side plate bodies are higher than the reinforcing bars on the roofing templates to form partitions between the roofs, so that pouring construction of adjacent roofs can be synchronously performed, the construction is convenient and efficient, the middle supporting partition plates can be removed after the construction is finished to release the templates, form a demolding space is formed, the demolding operation is convenient, the templates are not easy to damage, the template loss can be reduced, and the turnover rate of the templates is improved.
(2) The utility model optimizes the connection structure of the roof reinforcement, the secondary beam reinforcement and the girder reinforcement node, and can improve the bearing capacity and the structural strength of the girder, the secondary beam and the roof after pouring and forming.
Drawings
FIG. 1 is a schematic perspective view of the present utility model;
FIG. 2 is a schematic diagram of the front view of the present utility model;
FIG. 3 is a schematic side elevational view of the present utility model;
FIG. 4 is a schematic perspective view of the utility model with the template removed;
FIG. 5 is a schematic perspective view of a secondary beam reinforcement of the present utility model;
fig. 6 is a schematic view of the structure of the present utility model in which a concrete pillar is provided.
In the figure, 11, roof formworks, 111, roof reinforcing bars, 112, longitudinal reinforcing bars, 113, roof dowel bars, 12, girder formworks, 121, girder reinforcing bars, 122, inner plate bodies, 123, upper main corner bars, 124, lower main corner bars, 13, secondary beam formworks, 131, secondary beam reinforcing bars, 132, upper secondary corner bars, 133, lower secondary corner bars, 134, secondary beam dowel bars, 14, support spacers, 15, concrete struts.
Detailed Description
Referring to fig. 1-6 of the drawings in the description, an adjacent girder template 12 reinforcement system comprises two adjacent roofing templates 11 with a certain gap, wherein the girder templates 12 are arranged at the inner edge parts of the roofing templates 11, each girder template 12 comprises a bottom plate, an inner side plate 122 and an outer side plate, a girder reinforcement 121 is arranged in each girder template 12, a roofing reinforcement 111 is arranged on the surface of each roofing template 11, the roofing reinforcement 111 is higher than the girder reinforcement 121 and is pressed on the surface of each girder reinforcement 121, a supporting partition 14 is fixedly arranged in the gap between the two girder templates 12, the height of each supporting partition 14 is higher than that of each roofing reinforcement 111, the height of the inner side plate 122 of each girder template 12 is the same as that of each supporting partition 14, and the height is designed to form a partition between the two roofs, so that the two roofs can be poured synchronously, and the pouring construction efficiency is improved.
The inner ends of the longitudinal steel bars 112 in the roof reinforcement 111 are provided with roof dowel bars 113 which are bent and inserted into the main beam reinforcement 121, the longitudinal steel bars 112 are pressed on the surface of the upper main corner bar 123 of the main beam reinforcement 121, and the roof dowel bars 113 can be used for anchoring and connecting the roof reinforcement 111 and the main beam reinforcement 121 into a whole after concrete is poured, so that the connection strength between reinforcement systems is improved.
The middle part of roofing template 11 is equipped with secondary beam template 13, is equipped with secondary beam reinforcement 131 in the secondary beam template 13, and the upper portion secondary angle muscle 132 outer end of secondary beam reinforcement 131 is equipped with bends and inserts the secondary beam dowel 134 in the girder reinforcement 121, and this secondary beam dowel 134 can anchor and connect secondary beam reinforcement 131 and girder reinforcement 121 as an organic whole after pouring concrete, improves the joint strength between two reinforcement systems.
The outer ends of the lower secondary corner ribs 133 of the secondary beam reinforcing ribs 131 extend into the main beam reinforcing ribs 121 and are pressed on the surface of the lower main corner ribs 124 of the main beam reinforcing ribs 121, so that the main beam reinforcing ribs 121 can support the secondary beam reinforcing ribs 131, and the supporting strength of the main beam to the secondary beam is improved.
The upper portion secondary angle muscle 132 of secondary beam reinforcement 131 is established to two, and lower part secondary angle muscle 133 arranges three side by side at least, and equidistant support has a plurality of to follow concrete pillar 15 between the inboard plate body 122 of girder template 12 and the outside plate body, equidistant support has a plurality of root concrete pillar 15 between the both sides plate body of secondary beam template 13, and this concrete pillar 15 is used for at inside bracing both sides plate body, avoids constructor to lead to the fact template dislocation deformation phenomenon at the roofing activity before pouring concrete, improves girder or secondary beam's pouring quality.
When the adjacent girder template 12 reinforcement system works, roof dowel bars 113 and secondary girder dowel bars 134 can anchor and connect the roof reinforcement bars 111, the secondary girder reinforcement bars 131 and the girder reinforcement bars 121 into a whole, so that the roof reinforcement bars 111 are connected more firmly, the structural strength after the roof pouring construction is improved, the support partition plates 14 and the inner side plate 122 are higher than the reinforcement bars on the roof template 11, partition walls are formed between the roofs, the concrete is prevented from flowing out of boundary, the pouring construction of the adjacent roofs can be synchronously carried out, the construction efficiency is improved, the middle support partition plates 14 can be released by the construction end to form a form removing space, the form removing operation is convenient for constructors, the template damage is not easy to be caused, and the template loss is reduced.
Claims (7)
1. An adjacent girder template reinforcement system, characterized by: including two adjacent roofing templates that have certain clearance, the interior border portion of roofing template is equipped with the girder template, is equipped with girder arrangement of reinforcement in the girder template, and the surface of roofing template is equipped with the roofing arrangement of reinforcement, and the clearance internal fixation between two girder templates is provided with the support baffle, and the height that should support the baffle is higher than the height of roofing arrangement of reinforcement, and the inboard plate height of girder template is the same with the height of support baffle.
2. An adjacent girder formwork reinforcement system as claimed in claim 1, wherein: the inner ends of the longitudinal steel bars in the roof reinforcing bars are provided with roof dowel bars which are inserted into the girder reinforcing bars in a bending way.
3. An adjacent girder formwork reinforcement system as claimed in claim 2, wherein: the longitudinal steel bars are tightly pressed on the surface of the main angle bar at the upper part of the main beam reinforcement.
4. An adjacent girder formwork reinforcement system as claimed in claim 1, wherein: the middle part of roofing template is equipped with the secondary beam template, is equipped with the secondary beam arrangement of bars in the secondary beam template, and the upper portion secondary angle muscle outer end of secondary beam arrangement of bars is equipped with the secondary beam joint bar of inserting into the girder arrangement of bars of bending.
5. An adjacent girder formwork reinforcement system as claimed in claim 4, wherein: the outer ends of the lower secondary angle bars of the secondary beam reinforcement extend into the main beam reinforcement and are tightly pressed on the surface of the lower main angle bar of the main beam reinforcement.
6. An adjacent girder formwork reinforcement system as claimed in claim 4, wherein: the upper secondary angle ribs of the secondary beam reinforcement are two, and the lower secondary angle ribs are at least arranged in parallel.
7. An adjacent girder formwork reinforcement system as claimed in claim 1, wherein: a plurality of concrete struts are supported between the inner side plate body and the outer side plate body of the main beam template at equal intervals, and a plurality of root concrete struts are supported between the two side plate bodies of the secondary beam template at equal intervals.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322603536.XU CN221219646U (en) | 2023-09-25 | 2023-09-25 | Adjacent girder template reinforcement system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322603536.XU CN221219646U (en) | 2023-09-25 | 2023-09-25 | Adjacent girder template reinforcement system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221219646U true CN221219646U (en) | 2024-06-25 |
Family
ID=91579901
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322603536.XU Active CN221219646U (en) | 2023-09-25 | 2023-09-25 | Adjacent girder template reinforcement system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221219646U (en) |
-
2023
- 2023-09-25 CN CN202322603536.XU patent/CN221219646U/en active Active
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