CN202990417U - Building modularized floor support - Google Patents

Building modularized floor support Download PDF

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Publication number
CN202990417U
CN202990417U CN 201220689447 CN201220689447U CN202990417U CN 202990417 U CN202990417 U CN 202990417U CN 201220689447 CN201220689447 CN 201220689447 CN 201220689447 U CN201220689447 U CN 201220689447U CN 202990417 U CN202990417 U CN 202990417U
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China
Prior art keywords
diagonal brace
head tree
form bracing
connector
steel
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Active
Application number
CN 201220689447
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Chinese (zh)
Inventor
张宏亮
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SHANDONG LUFAN GROUP CO Ltd
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SHANDONG LUFAN GROUP CO Ltd
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Publication date
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Priority to CN 201220689447 priority Critical patent/CN202990417U/en
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Publication of CN202990417U publication Critical patent/CN202990417U/en
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Abstract

The utility model relates to the field of building load-bearing upright structures, particularly to a building modularized floor support, which includes a main upright and a plurality of inclined struts, wherein the inclined struts are divided into upper inclined struts and lower inclined struts; the upper inclined struts and the lower inclined struts are respectively and fixedly connected onto the main upright, and are used for supporting the floor. The modularized floor support guarantees quick installation and greatly improves the wind load resistance of the floor; the adopted inclined strut structure enhances the anti-twist capability of the floor support, and avoids structural damage in case of earthquakes; and the building modularized floor support can be used for standardized industrial production, has excellent interchangeability, is accurate in dimension and controllable in quality, and convenient to dismount, facilitates recycling and reusing, improves the mounting efficiency and reduces the cost.

Description

A kind of modularization form bracing for building
Technical field
The utility model 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 to be used for being connected and playing the load-bearing effect between floor with load bearing wall 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 construction, and these products can't carry out recycling, causes the waste of resource.
In order to overcome the above problems, the utility model has been done useful improvement.
The utility model content
The technical problem that (one) will solve
The purpose of this utility model is to provide a kind of modularization form bracing for building, and this form bracing can Fast Installation, and has good wind resistance, torsional resistance.。
(2) technical scheme
The utility model is achieved through 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 head tree respectively.
Further, the material of described diagonal brace is square steel, round steel, work shaped steel, angle bar or U-shaped steel; One end of described upper diagonal brace is fixedly connected on 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 adopts bolt to be fixedly connected with this connector.
Wherein, described head tree is the steel work of hollow.
Further, the material of the cored steel structure of described head tree is square steel or round steel.
And two ends, described head tree up and down are respectively arranged with pallet; 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 utility model has the following advantages:
1, the utility model integral body is steel work, adopts column, pillar plug in construction, can guarantee Fast Installation and significantly increase floor wind load resistance ability;
2, the utility model uses inclined support structure, has strengthened the anti-twist power of form bracing, when meeting with earthquake, structural destruction can not occur;
3, the utility model 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 costs;
4, the utility model 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 floor.Is provided with the reinforcing facility in the middle of 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 the form bracing that provides of the utility model;
Fig. 2 is the top view of the form bracing that provides of the utility model;
Fig. 3 is the decomposition texture schematic diagram of the head tree that provides of the utility model;
Fig. 4 is the support arm that provides of the utility model and the johning knot composition of connector;
Fig. 5 is the connecting board structure figure that the utility model provides.
In 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 utility model 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 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, work shaped steel, angle bar or U-shaped steel to make; One end of described upper diagonal brace is fixedly connected on 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 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, then uses bolton.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 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 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.Usually, as shown in Figure 2, diagonal brace is arranged on the orthogonal direction be head tree up and down, left and right, guaranteed 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.Two ends, head tree up and down are respectively arranged with pallet 5, are 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 facilitate the installation that coordinates of head tree and modularization floor.When using this modularization form bracing, two ends, head tree up and down are provided with the pallet that connects use, after the corner location hitch of floor, adopt high-strength bolt to connect with the modularization floor.
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 costs.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 floor, load bearing wall can be set.
The above is only preferred embodiment of the present utility model, and is in order to limit the utility model, not all within spirit of the present utility model and principle, any modification of doing, is equal to replacement, improvement etc., within all should being included in protection domain of the present utility model.

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 head tree respectively.
2. modularization form bracing according to claim 1, is characterized in that, the material of described diagonal brace is square steel, round steel, work shaped steel, angle bar or U-shaped steel; One end of described upper diagonal brace is fixedly connected on 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 adopt bolt to be fixedly connected with this connector.
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 material of the cored steel structure of described head tree is square steel or round steel.
10. modularization form bracing according to claim 9, is characterized in that, two ends, described head tree up and down are respectively arranged with pallet; This pallet is horizontally disposed with, and is provided with the Long Circle connecting hole.
CN 201220689447 2012-12-13 2012-12-13 Building modularized floor support Active CN202990417U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220689447 CN202990417U (en) 2012-12-13 2012-12-13 Building modularized floor support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220689447 CN202990417U (en) 2012-12-13 2012-12-13 Building modularized floor support

Publications (1)

Publication Number Publication Date
CN202990417U true CN202990417U (en) 2013-06-12

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220689447 Active CN202990417U (en) 2012-12-13 2012-12-13 Building modularized floor support

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Country Link
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103046741A (en) * 2012-12-13 2013-04-17 山东鲁帆集团有限公司 Modularization floor support for buildings
WO2013177993A1 (en) * 2012-05-30 2013-12-05 Zhang Yue Integral steel structure upright post

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2013177993A1 (en) * 2012-05-30 2013-12-05 Zhang Yue Integral steel structure upright post
CN103046741A (en) * 2012-12-13 2013-04-17 山东鲁帆集团有限公司 Modularization floor support for buildings

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