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CN101906871A - Simple load-bearing formwork truss - Google Patents

Simple load-bearing formwork truss Download PDF

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Publication number
CN101906871A
CN101906871A CN 201010226825 CN201010226825A CN101906871A CN 101906871 A CN101906871 A CN 101906871A CN 201010226825 CN201010226825 CN 201010226825 CN 201010226825 A CN201010226825 A CN 201010226825A CN 101906871 A CN101906871 A CN 101906871A
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Prior art keywords
muscle
tendons
template
bars
welded
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Pending
Application number
CN 201010226825
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Chinese (zh)
Inventor
陈振东
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.)
Tianjin Jianke Mechanical Products Co Ltd
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Tianjin Jianke Mechanical Products Co Ltd
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Publication date
Application filed by Tianjin Jianke Mechanical Products Co Ltd filed Critical Tianjin Jianke Mechanical Products Co Ltd
Priority to CN 201010226825 priority Critical patent/CN101906871A/en
Publication of CN101906871A publication Critical patent/CN101906871A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a simple bearing type template truss, and the structure thereof is composed of a template, upper chord tendons, lower chord tendons and web bars, wherein the upper chord tendons and the lower chord tendons are arranged in an up-down parallel and spaced mode; the web bars at the two sides of the upper chord tendons and the lower chord tendons are formed by welding a plurality of inversed V-shaped first single web bars and second single web bars in a slant mode; the upper ends of the first single web bars and the second single web bars are respectively packed and welded on the upper chord tendons while the lower ends the first single web bars and the second single web bars are respectively welded on the two sides of the lower chord tendons, and the extension parts thereof are buckled and fixed on the template by welding horizontally; and the side surfaces of the two ends of the upper chord tendons and the lower chord tendons are respectively wielded and fixed with vertical bars and the bottom parts of the vertical bars are welded and fixed on the template. The invention has the following beneficial effects that a plurality of inversed V-shaped web bars are used to replace corrugated web bars, thus the structure and manufacturing process are simple, the cost is low, the processing difficulty is small and the production effieciency is high. The strength, rigidity and shearing resistance of the template truss are greatly enhanced, and the combination property and bearing capacity of the template truss are improved.

Description

简易型承力式模板桁架 Simple load-bearing formwork truss

技术领域technical field

本发明涉及的是模板桁架,特别涉及的是简易型承力式模板桁架。The invention relates to a formwork truss, in particular to a simple load-bearing formwork truss.

背景技术Background technique

模板桁架是目前多高层建筑中的楼板、屋盖、基础底板等主要的结构件。现有技术模板桁架的结构包括:模板、焊接固定在模板上的多个相互平行的桁架。所述桁架包括:上弦筋、下弦筋和腹筋;所述上弦筋是一根,设置在桁架顶端;所述下弦筋对称设置在上弦筋下方,所述上弦筋和下弦筋在桁架的横截面位于等腰三角形的三个点;所述腹筋呈波纹型,焊接在桁架两侧的上弦筋和下弦筋上。Formwork trusses are the main structural components such as floor slabs, roofs, and foundation slabs in multi-high-rise buildings. The structure of the formwork truss in the prior art includes: a formwork and a plurality of parallel trusses welded and fixed on the formwork. The truss includes: an upper chord bar, a lower chord bar and a web bar; the upper chord bar is one and is arranged at the top of the truss; the lower chord bar is symmetrically arranged below the upper chord bar, and the upper chord bar and the lower chord bar are located at the cross section of the truss Three points of an isosceles triangle; the abdominal ribs are corrugated and welded to the upper and lower chords on both sides of the truss.

上述现有技术的模板桁架存在如下缺点:The formwork truss of above-mentioned prior art has following shortcoming:

1.由于腹筋呈波纹型,制造工艺复杂,设备成本高,加工难度大,生产效率低。1. Because the abdominal ribs are corrugated, the manufacturing process is complicated, the equipment cost is high, the processing is difficult, and the production efficiency is low.

2.在模板上设置多个相互平行的桁架,各桁架之间无任何连接,存在模板桁架的整体承载力差。2. A plurality of parallel trusses are arranged on the formwork, and there is no connection between each truss, so there is a difference in the overall bearing capacity of the formwork trusses.

发明内容Contents of the invention

本发明的目的在于克服上述技术的不足,提供一种制造工艺简单,成本低,模板上的各桁架相互连接为整体,承载力高的简易型承力式模板桁架The purpose of the present invention is to overcome the deficiencies of the above-mentioned technologies, and provide a simple load-bearing formwork truss with simple manufacturing process, low cost, interconnected trusses on the formwork as a whole, and high bearing capacity.

解决上述技术问题的技术方案是:一种简易型承力式模板桁架,所述简易型承力式模板桁架包括:模板、上弦筋、下弦筋和腹筋,所述上弦筋和下弦筋呈上下平行间隔设置;在上弦筋和下弦筋两侧的腹筋由多个呈Λ型的第一个单根腹筋和第二个单根腹筋倾斜焊接组成,所述第一个单根腹筋和第二个单根腹筋的上端分别包裹并焊接在上弦筋上,第一个单根腹筋和第二个单根腹筋的下端分别焊接在下弦筋两侧后,其延伸部分弯折呈水平焊接固定在模板上;在上弦筋和下弦筋两端的侧面分别焊接固定有竖杆,所述竖杆底部焊接固定在模板上。The technical solution to solve the above technical problems is: a simple load-bearing formwork truss, the simple load-bearing formwork truss includes: formwork, upper chord bars, lower chord bars and abdominal bars, the upper chord bars and lower chord bars are vertically parallel Set at intervals; the webs on both sides of the upper chord and the lower chord are composed of a plurality of Λ-shaped first single webs and second single webs obliquely welded, the first single web and the second single web The upper ends of the root ribs are respectively wrapped and welded on the upper chord bars, the lower ends of the first single web bar and the second single web bar are respectively welded on both sides of the lower chord bars, and the extension parts are bent and welded horizontally and fixed on the formwork; Vertical rods are respectively welded and fixed on the sides of the two ends of the upper chord reinforcement and the lower chord reinforcement, and the bottom of the vertical rods is welded and fixed on the formwork.

本发明的有益效果是:本发明克服现有技术的缺陷,本发明用多个Λ型的两个单根腹筋替代现有技术中结构复杂的波纹型的腹筋,本发明腹筋结构和制造工艺简单,制造成本底,加工难度小,生产效率高。The beneficial effect of the present invention is: the present invention overcomes the defective of prior art, and the present invention replaces the corrugated type abdominal tendon with complicated structure in the prior art with multiple Λ-shaped single abdominal tendons, and the abdominal tendon structure and manufacturing process of the present invention are simple , The manufacturing cost is low, the processing difficulty is small, and the production efficiency is high.

本发明模板桁架横截面上的多个桁架,用多个单根腹筋将多个桁架焊接固定为一体并固定在模板上,使模板桁架的强度和刚度及抗剪性能得到了大幅度加强,提高模板桁架的抗压、抗剪能力,改善模板桁架的综合性能,使其能够承受更大的施工荷载;模板桁架稳定性好,承载能力高。The plurality of trusses on the cross section of the formwork truss of the present invention are welded and fixed as a whole with a plurality of single web bars and fixed on the formwork, so that the strength, rigidity and shear resistance of the formwork trusses are greatly strengthened and improved. The compression and shear resistance of the formwork truss improves the comprehensive performance of the formwork truss so that it can withstand greater construction loads; the formwork truss has good stability and high bearing capacity.

附图说明Description of drawings

图1是本发明主视图;Fig. 1 is a front view of the present invention;

图2是图1中A-A剖视图;Fig. 2 is A-A sectional view among Fig. 1;

图3是图1中局部立体图。Fig. 3 is a partial perspective view of Fig. 1 .

《附图中序号说明》"Description of Serial Numbers in the Attached Drawings"

1:竖杆;2a:第一个单根腹筋;2b:第二个单根腹筋;3a:上弦筋;3b:下弦筋;4:模板。1: vertical bar; 2a: first single abdominal tendon; 2b: second single abdominal tendon; 3a: upper chord tendon; 3b: lower chord tendon; 4: template.

具体实施方式Detailed ways

下面结合附图对本发明的实施例进一步详述。Embodiments of the present invention will be further described below in conjunction with the accompanying drawings.

图1是本发明主视图;图2是图1中A-A剖视图;图3是图1中局部立体图。Fig. 1 is a front view of the present invention; Fig. 2 is a sectional view of A-A in Fig. 1; Fig. 3 is a partial perspective view in Fig. 1 .

本发明提供一种简易型承力式模板桁架,所述简易型承力式模板桁架包括:模板、上弦筋、下弦筋和腹筋。The invention provides a simple load-bearing formwork truss, which includes: formwork, upper chord bars, lower chord bars and abdominal bars.

所述上弦筋3a和下弦筋3b呈上下平行间隔设置。The upper chord ribs 3a and the lower chord ribs 3b are arranged in parallel and spaced up and down.

在所述上弦筋3a和下弦筋3b两侧的腹筋由多个呈Λ型的第一个单根腹筋2a和第二个单根腹筋2b倾斜焊接组成,即第一个单根腹筋2a和第二个单根腹筋2b倾斜焊接在上弦筋3a和下弦筋3b的两侧,并组成Λ型图案,在上弦筋3a和下弦筋3b的两侧按照不同尺寸,能组成多个呈Λ型的腹筋。The abdominal muscles on both sides of the upper chord 3a and the lower chord 3b are composed of a plurality of Λ-shaped first single abdominal muscles 2a and second single abdominal muscles 2b obliquely welded, that is, the first single abdominal muscles 2a and the second single abdominal muscles 2a Two single abdominal ribs 2b are obliquely welded on both sides of the upper string rib 3a and the lower string rib 3b, and form a Λ-shaped pattern, and a plurality of Λ-shaped abdominal ribs can be formed according to different sizes on both sides of the upper string rib 3a and the lower string rib 3b .

所述第一个单根腹筋2a和第二个单根腹筋2b的上端分别包裹并焊接在上弦筋3a上,第一个单根腹筋2a和第二个单根腹筋2b的下端分别焊接在下弦筋3b两侧后,其延伸部分弯折呈水平焊接固定在模板4上。The upper ends of the first single abdominal muscle 2a and the second single abdominal muscle 2b are respectively wrapped and welded on the upper chord 3a, and the lower ends of the first single abdominal muscle 2a and the second single abdominal muscle 2b are respectively welded on the lower chord After both sides of the rib 3b, its extended part is bent and welded horizontally and fixed on the template 4.

在上弦筋3a和下弦筋3b两端的侧面分别焊接固定有竖杆1,所述竖杆1底部焊接固定在模板4上。Vertical rods 1 are respectively welded and fixed on the sides of the two ends of the upper chord rib 3 a and the lower chord rib 3 b, and the bottom of the vertical rod 1 is welded and fixed on the formwork 4 .

如图2、图3所示,所述在模板4上设置有多个相互平行和间隔的上弦筋3a和下弦筋3b,所述多个上弦筋3a和下弦筋3b的横截面上的第一个单根腹筋2a和第二个单根腹筋2b焊接固定在模板4上的部分分别各自连接为一体并焊接在模板4上。As shown in Fig. 2 and Fig. 3, the template 4 is provided with a plurality of upper chord ribs 3a and lower chord ribs 3b parallel to each other and at intervals, and the first cross section of the plurality of upper chord ribs 3a and lower chord ribs 3b The parts where the first single web 2a and the second single web 2b are welded and fixed on the template 4 are respectively connected as a whole and welded on the template 4 respectively.

更具体的说,在模板4上设置有多个相互平行和间隔的上弦筋3a和下弦筋3b,所述多个上弦筋3a和下弦筋3b的横截面上的第一个单根腹筋2a相互连接;所述多个上弦筋3a和下弦筋3b的横截面上的第二个单根腹筋2b相互连接,最后使模板4上的多个上弦筋3a和下弦筋3b与焊接在其上的第一个单根腹筋2a和第二个单根腹筋2b均与模板4焊接为一整体。More specifically, a plurality of upper chord ribs 3a and lower chord ribs 3b parallel to each other and spaced apart are arranged on the template 4, and the first single abdominal rib 2a on the cross section of the plurality of upper chord ribs 3a and lower chord ribs 3b is mutually Connect; the second single web 2b on the cross-section of the plurality of upper chord ribs 3a and lower chord ribs 3b is connected to each other, and finally a plurality of upper chord ribs 3a on the formwork 4 and lower chord ribs 3b are welded on it Both a single abdominal muscle 2a and a second single abdominal muscle 2b are welded with the template 4 as a whole.

Claims (2)

1. simple bearing type template truss, described simple bearing type template truss comprises: template, the muscle that winds up, lower edge muscle and abdomen muscle is characterized in that described muscle that winds up (3a) and lower edge muscle (3b) are parallel interval setting up and down; Tilt to be welded to form at the abdomen muscle of muscle that winds up (3a) and lower edge muscle (3b) both sides first single abdomen muscle (2a) and second single abdomen muscle (2b) by a plurality of Λ of being types, the upper end of described first single abdomen muscle (2a) and second single abdomen muscle (2b) is wrapped up respectively and is welded on the muscle that winds up (3a), the lower end of first single abdomen muscle (2a) and second single abdomen muscle (2b) is welded on lower edge muscle (3b) two rear flank respectively, and its extension bending is level and is weldingly fixed on the template (4); Be welded with montant (1) respectively at muscle that winds up (3a) and lower edge muscle (3b) side faces at both ends, described montant (1) bottom is weldingly fixed on the template (4).
2. according to the simple bearing type template truss described in the claim 1, it is characterized in that, described template (4) is provided with a plurality of being parallel to each other and muscle that winds up (3a) and lower edge muscle (3b) at interval, and the part that first the single abdomen muscle (2a) on the cross section of described a plurality of muscle that wind up (3a) and lower edge muscle (3b) and second single abdomen muscle (2b) are weldingly fixed on the template (4) connects as one separately respectively and is welded on the template (4).
CN 201010226825 2010-07-15 2010-07-15 Simple load-bearing formwork truss Pending CN101906871A (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103470027A (en) * 2013-09-26 2013-12-25 南通建筑工程总承包有限公司 Assembling type floor formwork system with preset anchor nuts
CN104863296A (en) * 2015-04-03 2015-08-26 石云锦 Integrally modular steel bar truss floor plate and construction method thereof
CN106284977A (en) * 2016-08-26 2017-01-04 中天建设集团有限公司 A kind of arc shear wall shuttering supporting reinforces main stupefied and construction method
CN115341705A (en) * 2021-06-10 2022-11-15 湖南华廷筑邦住宅工业有限公司 Steel pipe truss concrete superimposed sheet
CN115341703A (en) * 2021-06-10 2022-11-15 湖南华廷筑邦住宅工业有限公司 Bearing steel pipe truss concrete superimposed sheet
CN115341704A (en) * 2021-06-10 2022-11-15 湖南华廷筑邦住宅工业有限公司 T-shaped steel pipe truss concrete laminated slab

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WO1996021069A1 (en) * 1995-01-06 1996-07-11 The Broken Hill Proprietary Company Limited A structural member
US6269904B1 (en) * 1998-02-27 2001-08-07 Fps Investments, Llc Truss style trolley beam for a fall protection system
CN2603827Y (en) * 2003-03-17 2004-02-18 浙江杭萧钢构股份有限公司 Self-supproting form member
WO2004022885A1 (en) * 2002-09-03 2004-03-18 Ian Nicholas Coles Modular truss assembly
JP3689376B2 (en) * 2002-02-25 2005-08-31 株式会社富士昭技研 Void holding device
CN1748065A (en) * 2003-02-10 2006-03-15 乔治·韦格勒 Arrangement of truss chords
CN2844261Y (en) * 2005-11-25 2006-12-06 杭州欣诚祥机电技术有限公司 A kind of self-supported formwork
KR20090090611A (en) * 2008-02-21 2009-08-26 주식회사 종합건축사사무소근정 Half precast synthetic slab and preparation method thereof
CN201747061U (en) * 2010-07-15 2011-02-16 天津市建科机械制造有限公司 Simple template component in floor

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1996021069A1 (en) * 1995-01-06 1996-07-11 The Broken Hill Proprietary Company Limited A structural member
US6269904B1 (en) * 1998-02-27 2001-08-07 Fps Investments, Llc Truss style trolley beam for a fall protection system
JP3689376B2 (en) * 2002-02-25 2005-08-31 株式会社富士昭技研 Void holding device
WO2004022885A1 (en) * 2002-09-03 2004-03-18 Ian Nicholas Coles Modular truss assembly
CN1748065A (en) * 2003-02-10 2006-03-15 乔治·韦格勒 Arrangement of truss chords
CN2603827Y (en) * 2003-03-17 2004-02-18 浙江杭萧钢构股份有限公司 Self-supproting form member
CN2844261Y (en) * 2005-11-25 2006-12-06 杭州欣诚祥机电技术有限公司 A kind of self-supported formwork
KR20090090611A (en) * 2008-02-21 2009-08-26 주식회사 종합건축사사무소근정 Half precast synthetic slab and preparation method thereof
CN201747061U (en) * 2010-07-15 2011-02-16 天津市建科机械制造有限公司 Simple template component in floor

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103470027A (en) * 2013-09-26 2013-12-25 南通建筑工程总承包有限公司 Assembling type floor formwork system with preset anchor nuts
CN103470027B (en) * 2013-09-26 2015-07-29 江苏中南建筑产业集团有限责任公司 A kind of assembling presets the floor slab formerecting system of anchoring nut
CN104863296A (en) * 2015-04-03 2015-08-26 石云锦 Integrally modular steel bar truss floor plate and construction method thereof
CN106284977A (en) * 2016-08-26 2017-01-04 中天建设集团有限公司 A kind of arc shear wall shuttering supporting reinforces main stupefied and construction method
CN106284977B (en) * 2016-08-26 2019-02-12 中天建设集团有限公司 A kind of main stupefied and its construction method of arc shear wall shuttering supporting reinforcing
CN115341705A (en) * 2021-06-10 2022-11-15 湖南华廷筑邦住宅工业有限公司 Steel pipe truss concrete superimposed sheet
CN115341703A (en) * 2021-06-10 2022-11-15 湖南华廷筑邦住宅工业有限公司 Bearing steel pipe truss concrete superimposed sheet
CN115341704A (en) * 2021-06-10 2022-11-15 湖南华廷筑邦住宅工业有限公司 T-shaped steel pipe truss concrete laminated slab

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Application publication date: 20101208