CN217834048U - Template system of prefabricated hollow beam slab - Google Patents
Template system of prefabricated hollow beam slab Download PDFInfo
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- CN217834048U CN217834048U CN202221653007.XU CN202221653007U CN217834048U CN 217834048 U CN217834048 U CN 217834048U CN 202221653007 U CN202221653007 U CN 202221653007U CN 217834048 U CN217834048 U CN 217834048U
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- vertical rod
- template
- rod
- hollow beam
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Abstract
The utility model provides a template system of prefabricated hollow beam board through setting up earth anchor, diagonal brace, first horizontal pole, first montant, die block board braced system, exterior sheathing braced system and interior sheathing braced system, has built the truss physical power that the template supported, utilizes the tamping place, and the even transmission of power is realized to cooperation sleeper, channel-section steel, has effectively improved the atress performance of support system, and the structure atress is reasonable, can be used for the template of the corresponding roof beam body to fix and support.
Description
Technical Field
The utility model relates to a pour and use template system, concretely relates to template system of prefabricated hollow beam board.
Background
The hollow beam slab is a common beam slab structure form, and the construction cost can be saved by adopting a hollow beam body structure under the condition that the hollow beam slab does not need to bear pulling force or the current stress can be met. At present, the hollow beam body mostly adopts a prefabricated structure, namely, the hollow beam body is mostly prefabricated and processed in a prefabricated site and transported to a construction site for assembling and combining.
The prefabricated assembly technology is a construction technology which is rapidly developed in recent years, has the advantages of high construction efficiency, short construction period, low construction cost and the like, is widely applied to the fields of civil engineering, traffic and water conservancy, and is often required to be provided with a corresponding template system and carry out necessary support when the prefabricated site is assembled, and the existing support system has a single form and a limited support effect and cannot effectively transfer force; although the reinforcing effect can be achieved, the structure form is unreasonable, and unnecessary resource waste is caused.
Disclosure of Invention
The utility model discloses to the problem that prior art exists, a template system of prefabricated hollow beam board is provided.
The utility model provides a template system of prefabricated hollow beam board, template system includes braced system, die block board, exterior sheathing and interior sheathing, its characterized in that: the supporting system comprises a ground anchor, an inclined supporting rod, a first cross rod, a first vertical rod, a bottom template supporting system, an outer template supporting system and an inner template supporting system; the ground anchor is fixed on the ground, the inclined strut is fixedly connected with the ground anchor, the first vertical rod is fixed on the compaction field, the first vertical rod, the first cross rod and the inclined strut are fixedly connected, and the first cross rod is higher than the highest height of the outer template; the bottom template supporting system comprises sleepers, channel steel and a second cross bar, the sleepers are fixed on the tamping field, the channel steel is arranged on the sleepers at intervals, the second cross bar is placed on the channel steel, and the bottom template is placed on the second cross bar; the outer template supporting system comprises a second vertical rod, a third vertical rod and a third cross rod, the second vertical rod is fixed on the compaction field, the third vertical rod is fixed on the sleeper, and the third cross rod is arranged at the end part of the third vertical rod and is fixedly connected with the second vertical rod and the third vertical rod; the inner template supporting system comprises a fourth vertical rod and a fourth transverse rod, and the fourth vertical rod and the fourth transverse rod are respectively abutted against the inner template so as to support the inner template.
Preferably, the first cross rod is further provided with an operating platform for construction operation.
Preferably, the number of the channel steel is 4, and the channel steel is divided into two groups, wherein two channel steel openings on the left side face to the right, and two channel steel openings on the right side face to the left.
Preferably, foot pads are arranged below the first vertical rod and the second vertical rod.
Preferably, the second cross rod is fixedly connected with the second vertical rod and the third vertical rod respectively.
Preferably, the ground anchor is a steel bar, and the ground anchor is fixedly connected with the inclined support rod through a steel wire rope.
The utility model discloses a theory of operation: utilize diagonal brace cooperation montant, horizontal pole, found the truss system, set up die block braced system, exterior sheathing braced system and interior sheathing braced system respectively, each system can play the supporting role alone, and can mutual fixed connection, improves whole fixity ability.
The utility model has the advantages that: this template system of prefabricated hollow beam board sets up earth anchor, diagonal brace, first horizontal pole, first montant, die block board braced system, exterior sheathing braced system and interior sheathing braced system, has constructed the truss physical power that the template supported, utilizes the tamping place, and the even transmission of power is realized to cooperation sleeper, channel-section steel, has effectively improved the atress performance of support system, and the structure atress is reasonable, can be used for the template of the corresponding roof beam body to fix and support.
Drawings
FIG. 1 is a schematic view of the present invention;
FIG. 2 is a schematic view of a bottom form support system;
FIG. 3 is a schematic view of an exterior form support system;
fig. 4 is a schematic view of an inner formwork support system.
Detailed Description
The structure defined by the present invention will be explained in detail below with reference to the accompanying drawings.
The utility model provides a template system of prefabricated hollow beam board, template system includes braced system, die block board 1, exterior sheathing 2 and interior sheathing 3, its characterized in that: the supporting system comprises a ground anchor 4, an inclined supporting rod 5, a first cross rod 6, a first vertical rod 7, a bottom template supporting system, an outer template supporting system and an inner template supporting system; the ground anchor 4 is fixed on the ground, the inclined strut 5 is fixedly connected with the ground anchor 4, the first vertical rod 7 is fixed on a tamping field 8, the first vertical rod 8, the first cross rod 6 and the inclined strut 5 are fixedly connected, and the first cross rod 6 is higher than the highest height of the outer template 2; the bottom formwork supporting system comprises sleepers 9, channel steel 10 and a second cross bar 11, the sleepers 9 are fixed on the tamping field 8, the channel steel 10 is arranged on the sleepers 9 at intervals, the second cross bar 11 is arranged on the channel steel 10, and the bottom formwork 1 is arranged on the second cross bar 11; the outer template supporting system comprises a second vertical rod 12, a third vertical rod 13 and a third transverse rod 14, the second vertical rod 12 is fixed on the tamping field 8, the third vertical rod 13 is fixed on the sleeper 9, and the third transverse rod 14 is arranged at the end part of the third vertical rod 13 and is fixedly connected with the second vertical rod 12 and the third vertical rod 13; the inner template supporting system comprises a fourth vertical rod 16 and a fourth cross rod 15, and the fourth vertical rod 16 and the fourth cross rod 15 are respectively abutted against the inner template 3, so that the inner template 3 is supported.
Preferably, the first cross bar 6 is further provided with an operating platform for construction operation.
Preferably, the channel steel 10 is provided with 4 channels, and the channels are divided into two groups, wherein two left channel steel 10 are opened to the right, and two right channel steel 10 are opened to the left.
Preferably, foot pads are arranged below the first vertical rod 7 and the second vertical rod 12.
Preferably, the ground anchor 4 is a steel bar, and is fixedly connected with the inclined strut 5 through a steel wire rope.
The utility model discloses a working method does: firstly, cleaning a field, tamping to form a tamping field 8, arranging sleepers 9, channel steel 10 and a second cross bar 11 on the tamping field 8, and arranging a bottom template; arranging a second vertical rod 12 on the tamping site 8, arranging a third vertical rod 13 and a third cross rod 14 on the sleeper 9, arranging an outer template 2 and fixing, binding beam body steel bars and fixing an inner template 3, arranging a fourth vertical rod 16 and a fourth cross rod 15 for supporting the inner template 3, arranging a ground anchor 4, an inclined stay bar 5, a first cross rod 6 and a first vertical rod 7, arranging an operating platform on the first cross rod 6, realizing beam body pouring construction,
the above embodiments are only preferred embodiments of the present invention, and the protection scope of the present invention should not be considered limited to the specific forms set forth in the examples, but also includes equivalent technical means which can be conceived by those skilled in the art according to the inventive concept.
Claims (5)
1. The utility model provides a template system of prefabricated hollow beam board, template system includes braced system, die block board, outer formword and interior template, its characterized in that: the supporting system comprises a ground anchor, an inclined supporting rod, a first cross rod, a first vertical rod, a bottom template supporting system, an outer template supporting system and an inner template supporting system; the ground anchor is fixed on the ground, the inclined strut is fixedly connected with the ground anchor, the first vertical rod is fixed on the compaction field, the first vertical rod, the first cross rod and the inclined strut are fixedly connected, and the first cross rod is higher than the highest height of the outer template; the bottom formwork supporting system comprises sleepers, channel steel and a second cross rod, the sleepers are fixed on the tamping field, the channel steel is arranged on the sleepers at intervals, the second cross rod is placed on the channel steel, and the bottom formwork is placed on the second cross rod; the outer template supporting system comprises a second vertical rod, a third vertical rod and a third cross rod, the second vertical rod is fixed on the compaction field, the third vertical rod is fixed on the sleeper, and the third cross rod is arranged at the end part of the third vertical rod and is fixedly connected with the second vertical rod and the third vertical rod; the inner template supporting system comprises a fourth vertical rod and a fourth transverse rod, and the fourth vertical rod and the fourth transverse rod are respectively abutted against the inner template so as to support the inner template.
2. A precast hollow beam panel formwork system according to claim 1, wherein: and the first cross rod is also provided with an operating platform for construction operation.
3. A formwork system for a precast hollow beam panel according to claim 1, wherein: the channel-section steel sets up to 4, divide into two sets of, wherein two channel-section steel openings on the left side are right, and two channel-section steel openings on the right side are left.
4. A formwork system for a precast hollow beam panel according to claim 1, wherein: and foot pads are arranged under the first vertical rod and the second vertical rod.
5. A formwork system for a precast hollow beam panel according to claim 1, wherein: the ground anchor is a steel bar and is fixedly connected with the inclined stay bar through a steel wire rope.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221653007.XU CN217834048U (en) | 2022-06-16 | 2022-06-16 | Template system of prefabricated hollow beam slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221653007.XU CN217834048U (en) | 2022-06-16 | 2022-06-16 | Template system of prefabricated hollow beam slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217834048U true CN217834048U (en) | 2022-11-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221653007.XU Active CN217834048U (en) | 2022-06-16 | 2022-06-16 | Template system of prefabricated hollow beam slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217834048U (en) |
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2022
- 2022-06-16 CN CN202221653007.XU patent/CN217834048U/en active Active
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