CN103046741A - Modularization floor support for buildings - Google Patents
Modularization floor support for buildings Download PDFInfo
- Publication number
- CN103046741A CN103046741A CN2012105395643A CN201210539564A CN103046741A CN 103046741 A CN103046741 A CN 103046741A CN 2012105395643 A CN2012105395643 A CN 2012105395643A CN 201210539564 A CN201210539564 A CN 201210539564A CN 103046741 A CN103046741 A CN 103046741A
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- diagonal brace
- head tree
- modularization
- form bracing
- connector
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- 238000005728 strengthening Methods 0.000 claims abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 34
- 239000010959 steel Substances 0.000 claims description 34
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 4
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 7
- 238000004064 recycling Methods 0.000 abstract description 4
- 230000006378 damage Effects 0.000 abstract description 3
- 230000002349 favourable effect Effects 0.000 abstract 1
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 239000004567 concrete Substances 0.000 description 6
- 230000009286 beneficial effect Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000000354 decomposition reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000011372 high-strength concrete Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The invention relates to the field of a bearing stand column structure for buildings, in particular to a modularization floor support for the buildings. The modularization floor support comprises a main stand column and a plurality of slant supports, and each slant support is divided into an upper slant support and a lower slant support which are respectively and fixedly connected onto the main stand column to support floors. The modularization floor support can guarantee rapid installation and substantially increase wind load resisting capacity of the floors. A slant support structure is used for strengthening anti-warping force of the floor support, and structural damage is avoided when people suffer from an earthquake. Standardization plant production is carried out, and the modularization floor support is good in interchangeability, accurate in size, controllable in quality, convenient to disassemble and favorable for recycling and reusing, improves installation efficiency and reduces cost.
Description
Technical field
The present invention relates to load-bearing field of support structures for building, especially a kind of modularization form bracing for building.
Background technology
Modern architecture uses load-bearing pillar and load bearing wall to be used for being connected and playing the load-bearing effect between the floor more, and main Types comprises confined concrete post, steel fibrous concrete post, steel core concrete column, combined steel and concrete column, separated column and high-strength concrete column.The said goods uses a large amount of concrete and steel work, and cost is very high, and needs the plenty of time to wait for concrete setting in the construction, and these products can't carry out recycling, causes the waste of resource.
In order to overcome the above problems, the present invention has done useful improvement.
Summary of the invention
The technical problem that (one) will solve
The purpose of this invention is to provide a kind of modularization form bracing for building, this form bracing can Fast Installation, and has good wind resistance, torsional resistance.
(2) technical scheme
The present invention is achieved by the following technical solutions: a kind of modularization form bracing for building, comprise head tree and a plurality of diagonal brace, and described diagonal brace is divided into diagonal brace and lower diagonal brace; Described upper diagonal brace and lower diagonal brace are fixedly connected on respectively on the head tree, are used for floor is supported.
Further, the material of described diagonal brace is square steel, round steel, worker's shaped steel, angle bar or U-shaped steel; One end of described upper diagonal brace is fixedly connected on the described head tree, and the setting that is inclined upwardly; One end of described lower diagonal brace is fixedly connected on this head tree, and downward-sloping setting.
Wherein, described upper diagonal brace and lower diagonal brace form 30-60 degree angle with described head tree respectively.
And described upper diagonal brace is identical with the quantity of lower diagonal brace, and this upper and lower diagonal brace is symmetrical arranged on described head tree one by one.
Further, described diagonal brace is provided with support end, and this support end is welded with junction plate, and this junction plate is provided with connecting hole.
In addition, this form bracing also comprises connector, and this connector adopts iron plate, angle bar or U-shaped steel; One end of described diagonal brace is fixedly connected in the groove of described connector, and this connector is fixedly connected with described head tree.Be connected with strengthening steel slab in the groove of this connector.
Specifically, an end of described diagonal brace is welded in the groove of described connector, and is fixedly connected with this connector by bolt.
Wherein, described head tree is the steel work of hollow.
Further, the cored steel structure of described head tree adopts square steel or round steel to make.
And described head tree is respectively arranged with pallet in two ends up and down; This pallet is horizontally disposed with, and is provided with the Long Circle connecting hole.
(3) beneficial effect
Compare with product with prior art, the present invention has the following advantages:
1, this product integral body is steel work, adopts column, pillar plug in construction, can guarantee Fast Installation and significantly increase floor wind load resistance ability;
2, this product uses inclined support structure, has strengthened the anti-twist power of form bracing, when meeting with earthquake, structural destruction can not occur;
3, this product can carry out the standardization plant produced, and interchangeability is good, and size is accurate and quality controllable, can save the time and wait setting time of cast in situs bearing column, can directly come into operation, convenient disassembly and be beneficial to recycling improves installation effectiveness, reduces cost;
4, this product and modular architectural floor are used in conjunction with, and arrange by group, divide equally the floor load-bearing, namely are combined as the floor general frame, and load bearing wall is not set in the floor.Is provided with the reinforcing facility in the middle of the main pillar, strengthens main pillar and diagonal brace toughness, for main pillar and diagonal brace provide better load bearing effect.
Description of drawings
Fig. 1 is the front view of form bracing provided by the invention;
Fig. 2 is the top view of form bracing provided by the invention;
Fig. 3 is the decomposition texture schematic diagram of head tree provided by the invention;
Fig. 4 is the johning knot composition of support arm provided by the invention and connector;
Fig. 5 is connecting board structure figure provided by the invention.
In the accompanying drawing, the component list of each label representative is as follows:
1. head tree; 2. junction plate; 3. diagonal brace; 31. upper diagonal brace; 32. lower diagonal brace; 4. connector; 5. pallet.
The specific embodiment
Below in conjunction with accompanying drawing the specific embodiment of the present invention is made a detailed explanation.
As shown in Figure 1, the modularization form bracing that the present embodiment provides a kind of building field to use comprises head tree 1 and a plurality of diagonal brace 3, and described diagonal brace can be divided into diagonal brace 31 and lower diagonal brace 32; Described upper diagonal brace and lower diagonal brace are fixedly connected on respectively on the head tree, and each diagonal brace is provided with support end, are used for floor is supported.The structure design of upper and lower diagonal brace when guaranteeing that this is to the floor firm support, can be saved material, has reduced cost.
Diagonal brace can adopt square steel, round steel, worker's shaped steel, angle bar or U-shaped steel to make; One end of described upper diagonal brace is fixedly connected on the described head tree, and the setting that is inclined upwardly; One end of described lower diagonal brace is fixedly connected on this head tree, and downward-sloping setting.The support end of upper and lower diagonal brace all is fixedly connected with junction plate 2, and as shown in Figure 5, this junction plate is provided with the Long Circle connecting hole, is used for being fixed connection with corresponding floor.
Diagonal brace can be adopted and be fixed in welded or bolted way on the head tree, and the present embodiment preferably adopts the connected mode of connector 4.As shown in Figure 4, connector adopts iron plate, angle bar or U-shaped steel to make; One end of described diagonal brace is fixedly connected in the groove of described connector, is connected with strengthening steel slab in the groove of this connector, is used for fastening diagonal brace; And this connector is fixedly connected with described head tree.The end of diagonal brace is arranged in the groove of connector, adopts welding manner to connect, and is firm for what guarantee to connect, uses bolton again.This connector has been strengthened the support toughness for floor of upper and lower diagonal brace, for head tree and diagonal brace provide better load bearing effect.In addition, connector is fixed on the main pillar by the mode that welding adds bolton.The connected mode of the present embodiment connector can increase the stable connection between diagonal brace and the head tree.
Upper diagonal brace is identical with the quantity of lower diagonal brace, and this upper and lower diagonal brace is symmetrical arranged on described head tree one by one.Usually, as shown in Figure 2, diagonal brace arranged be about the head tree, about orthogonal direction on, guarantee the support to the floor equalization stable.Upper diagonal brace and lower diagonal brace form respectively the angle of 30-60 degree, the preferred miter angle of the present embodiment with head tree.
As shown in Figure 3, head tree adopts the steel work of hollow to make, and this hollow structure adopts square steel or round steel to make, and can reduce the weight of head tree itself, reduces the pressure to floor, and saves cost.Head tree is respectively arranged with pallet 5 in two ends up and down, is horizontally disposed with on this pallet, which is provided with the Long Circle connecting hole.And the two ends of head tree also can be respectively equipped with the pinnacle, and this pinnacle can make things convenient for the installation that cooperates of head tree and modularization floor.When using this modularization form bracing, head tree up and down two ends is provided with the pallet that connects usefulness, with the modularization floor behind the corner location hitch of floor, adopt high-strength bolt to connect.
The modularization form bracing that the present embodiment provides guarantees Fast Installation, and significantly increases floor wind load resistance ability; Use inclined support structure, strengthened the anti-twist power of form bracing, meet with earthquake and structural destruction can not occur.Can carry out the standardization plant produced, interchangeability is good, and size is accurate and quality controllable, the time that can save the cast in situs bearing column with wait for setting time, can directly come into operation, convenient disassembly and be beneficial to recycling increases efficient, reduces cost.Be used in conjunction with the modular architectural floor, arrange by group, divide equally the floor load-bearing, namely be combined as the floor general frame, in the floor load bearing wall can be set.
Above embodiment only is used for explanation the present invention; and be not limitation of the present invention; the those of ordinary skill in relevant technologies field; in the situation that do not break away from the spirit and scope of the present invention; can also make a variety of changes and modification; therefore all technical schemes that are equal to also belong to category of the present invention, and scope of patent protection of the present invention should be defined by the claims.
Claims (10)
1. a modularization form bracing for building is characterized in that, comprises head tree and a plurality of diagonal brace, and described diagonal brace is divided into diagonal brace and lower diagonal brace; Described upper diagonal brace and lower diagonal brace are fixedly connected on respectively on the head tree, are used for floor is supported.
2. modularization form bracing according to claim 1 is characterized in that, described diagonal brace material is square steel, round steel, worker's shaped steel, angle bar or U-shaped steel; One end of described upper diagonal brace is fixedly connected on the described head tree, and the setting that is inclined upwardly; One end of described lower diagonal brace is fixedly connected on this head tree, and downward-sloping setting.
3. modularization form bracing according to claim 2 is characterized in that, described upper diagonal brace and lower diagonal brace form 30-60 degree angle with described head tree respectively.
4. modularization form bracing according to claim 2 is characterized in that, described upper diagonal brace is identical with the quantity of lower diagonal brace, and this upper and lower diagonal brace is symmetrical arranged on described head tree one by one.
5. modularization form bracing according to claim 2 is characterized in that, described diagonal brace is provided with support end, and this support end is welded with junction plate, and this junction plate is provided with the Long Circle connecting hole.
6. modularization form bracing according to claim 2 is characterized in that, also comprises connector, and this connecting piece material is iron plate, angle bar or U-shaped steel; One end of described diagonal brace is fixedly connected in the groove of described connector, and this connector is fixedly connected with described head tree; Be connected with strengthening steel slab in the groove of this connector.
7. modularization form bracing according to claim 6 is characterized in that, an end of described diagonal brace is welded in the groove of described connector, and is fixedly connected with this connector by bolt.
8. modularization form bracing according to claim 6 is characterized in that, described head tree is the steel work of hollow.
9. modularization form bracing according to claim 8 is characterized in that, the cored steel structure of described head tree adopts square steel or round steel to make.
10. modularization form bracing according to claim 9 is characterized in that, the upper/lower terminal of described head tree is respectively arranged with pallet; This pallet is horizontally disposed with, and is provided with the Long Circle connecting hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012105395643A CN103046741A (en) | 2012-12-13 | 2012-12-13 | Modularization floor support for buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012105395643A CN103046741A (en) | 2012-12-13 | 2012-12-13 | Modularization floor support for buildings |
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| Publication Number | Publication Date |
|---|---|
| CN103046741A true CN103046741A (en) | 2013-04-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012105395643A Pending CN103046741A (en) | 2012-12-13 | 2012-12-13 | Modularization floor support for buildings |
Country Status (1)
| Country | Link |
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| CN (1) | CN103046741A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103397789A (en) * | 2013-08-23 | 2013-11-20 | 山东鲁帆集团有限公司 | Modularized building cable-stayed device and application thereof |
| WO2013177993A1 (en) * | 2012-05-30 | 2013-12-05 | Zhang Yue | Integral steel structure upright post |
| CN116837966A (en) * | 2023-05-25 | 2023-10-03 | 中铁广州工程局集团有限公司 | Integrated prefabricated diagonal bracing floor plate structure and construction method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1418283A1 (en) * | 2002-11-06 | 2004-05-12 | Conseil en Ingénierie Bâtiment et Superstructuré | Modular load carrying structure |
| US20050066612A1 (en) * | 2001-08-30 | 2005-03-31 | Simmons Robert J. | Quick-set, full-moment-lock, column and beam building frame system and method |
| CN201874087U (en) * | 2010-12-07 | 2011-06-22 | 张跃 | Construction steel structure system |
| CN202493050U (en) * | 2012-03-07 | 2012-10-17 | 中国人民解放军总后勤部建筑工程研究所 | Modularized assembled type combined prefabricated house |
| CN202530780U (en) * | 2011-06-23 | 2012-11-14 | 北京诚栋国际营地集成房屋有限公司 | Modular type assembly single layer dwelling house |
| CN202990417U (en) * | 2012-12-13 | 2013-06-12 | 山东鲁帆集团有限公司 | Building modularized floor support |
-
2012
- 2012-12-13 CN CN2012105395643A patent/CN103046741A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20050066612A1 (en) * | 2001-08-30 | 2005-03-31 | Simmons Robert J. | Quick-set, full-moment-lock, column and beam building frame system and method |
| EP1418283A1 (en) * | 2002-11-06 | 2004-05-12 | Conseil en Ingénierie Bâtiment et Superstructuré | Modular load carrying structure |
| CN201874087U (en) * | 2010-12-07 | 2011-06-22 | 张跃 | Construction steel structure system |
| CN202530780U (en) * | 2011-06-23 | 2012-11-14 | 北京诚栋国际营地集成房屋有限公司 | Modular type assembly single layer dwelling house |
| CN202493050U (en) * | 2012-03-07 | 2012-10-17 | 中国人民解放军总后勤部建筑工程研究所 | Modularized assembled type combined prefabricated house |
| CN202990417U (en) * | 2012-12-13 | 2013-06-12 | 山东鲁帆集团有限公司 | Building modularized floor support |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2013177993A1 (en) * | 2012-05-30 | 2013-12-05 | Zhang Yue | Integral steel structure upright post |
| CN103397789A (en) * | 2013-08-23 | 2013-11-20 | 山东鲁帆集团有限公司 | Modularized building cable-stayed device and application thereof |
| CN103397789B (en) * | 2013-08-23 | 2015-12-02 | 山东鲁帆集团有限公司 | Modular architectural oblique drawing device and application thereof |
| CN116837966A (en) * | 2023-05-25 | 2023-10-03 | 中铁广州工程局集团有限公司 | Integrated prefabricated diagonal bracing floor plate structure and construction method thereof |
| CN116837966B (en) * | 2023-05-25 | 2024-05-28 | 中铁广州工程局集团有限公司 | Integrated prefabricated diagonal bracing floor plate structure and construction method thereof |
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Application publication date: 20130417 |