CN206220474U - A kind of plate device of bamboo-wood structure glued board and shaped steel combination - Google Patents

A kind of plate device of bamboo-wood structure glued board and shaped steel combination Download PDF

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Publication number
CN206220474U
CN206220474U CN201621181456.3U CN201621181456U CN206220474U CN 206220474 U CN206220474 U CN 206220474U CN 201621181456 U CN201621181456 U CN 201621181456U CN 206220474 U CN206220474 U CN 206220474U
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China
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bamboo
angle steel
template
plate device
shaped steel
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CN201621181456.3U
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Inventor
马建勇
王凤存
张明闪
刘英健
艾磊
施津安
齐鹏
王培�
段薇
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CCCC SHEC Second Engineering Co Ltd
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CCCC SHEC Second Engineering Co Ltd
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Abstract

The utility model provides the plate device of a kind of bamboo-wood structure glued board and shaped steel combination, including two horizontal angle steel, the horizontal angle steel two ends of described two pass through vertical Bolted angle connection, and form a rectangle frame, the many keel parallel with vertical angle steel are provided with rectangle frame, the two ends of the every keel are each attached on upper and lower two horizontal angle steel, and bamboo-wood plywood is provided with the rectangle frame;The rectangle frame is arranged with many template back arris parallel with horizontal angle steel, and the two ends of the template back arris are connected by back cord connecting plate respectively.Easy processing, the plate device that convenient to assemble and disassemble, reliability is high, using effect is good, so that reliably connected between existing bamboo-wood plywood and existing shaped steel, material when this device can meet mass concrete or the number of turnover relatively small number of engineering construction needed for form work engineering.

Description

A kind of plate device of bamboo-wood structure glued board and shaped steel combination
Technical field
The utility model is related to the plate device of a kind of bamboo-wood structure glued board and shaped steel combination.
Background technology
Concrete construction, form work engineering is highly important part.The glued board of many bamboo and woods is used as template at present Panel, its feature is lighter than the steel plate of same stiffness and low cost.The effect of its insulation is also better than steel plate, is relatively applicable In the less engineering of mass concrete or the number of turnover.But current connectivity between bamboo-wood plywood and template steel joist Can be poor, rough ground can only be used.
And current rough ground is generally second-rate, the template effect made is undesirable.The preferable import rough ground valency of quality Lattice are sufficiently expensive.We need a kind of structure so that reliably being connected between existing bamboo-wood plywood and existing shaped steel, take Both strong points constitute the template of new structure.
Utility model content
In order to overcome the switching performance between current bamboo-wood plywood and template steel joist poor, rough ground can only be used, And rough ground is generally second-rate, the undesirable problem of the template effect made, a kind of bamboo-wood structure that the utility model is provided The plate device of glued board and shaped steel combination, easy processing, the plate device that convenient to assemble and disassemble, reliability is high, using effect is good so that Reliably connected between existing bamboo-wood plywood and existing shaped steel.
The technical solution adopted in the utility model is:
The plate device of a kind of bamboo-wood structure glued board and shaped steel combination, including two horizontal angle steel, two described horizontal strokes To angle steel two ends by vertical Bolted angle connection, and form a rectangle frame, be provided with rectangle frame many it is parallel with vertical angle steel Keel, the two ends of the every keel are each attached on upper and lower two horizontal angle steel, and bamboo and wood glue is provided with the rectangle frame Plywood;The rectangle frame is arranged with many template back arris parallel with horizontal angle steel, and the two ends of the template back arris lead to respectively Cross the connection of back cord connecting plate.
The keel are channel steel type keel.
The template back arris are provided with template steady brace.
The template steady brace is provided with the solid pull bar pad of template with template back arris junction.
The template back arris have four.
The template back arris set under the rectangle frame are connected with keel spot welding.
Described bamboo-wood plywood is fixedly connected with horizontal angle steel and vertical angle steel by dormant bolt, and dormant bolt Surface is less than bamboo-wood plywood 32mm.
Described bamboo-wood plywood is connected with keel by dormant bolt.
The beneficial effects of the utility model are:
It is of the present utility model to be characterized in that, compared to common bamboo slab rubber lumps of wood form, structure is more firm;Relative to common All-steel mold plate lighter weight, is easy to peace to tear open and high insulating effect, the advantage of comprehensive full bamboo-wood structure template and steel form.
Compared to common bamboo slab rubber lumps of wood form, structure is more firm.Relative to common all-steel mold plate lighter weight, it is beneficial to The characteristics of being incubated, be easy to peace to tear open.
It is further detailed below with reference to accompanying drawing.
Brief description of the drawings
Fig. 1 is the structural representation of the present apparatus.
In figure, reference is:1. horizontal angle steel;2. keel;3. bamboo-wood plywood;4. vertical angle steel;5. template back arris; 6. template steady brace;7. template consolidates pull bar pad;8. back cord connecting plate.
Specific embodiment
Embodiment 1:
In order to overcome the switching performance between current bamboo-wood plywood and template steel joist poor, rough ground can only be used, And rough ground is generally second-rate, the undesirable problem of the template effect made, as shown in Figure 1 one that the utility model is provided Plant the plate device of bamboo-wood structure glued board and shaped steel combination, easy processing, the mould that convenient to assemble and disassemble, reliability is high, using effect is good Panel assembly so that reliably connected between existing bamboo-wood plywood and existing shaped steel.
The plate device of a kind of bamboo-wood structure glued board and shaped steel combination, including two horizontal angle steel 1, two described horizontal strokes Connected by vertical angle steel 4 to the two ends of angle steel 1, and formed a rectangle frame, be provided with rectangle frame many it is flat with vertical angle steel 4 Capable keel 2, the two ends of the every keel 2 are each attached on upper and lower two horizontal angle steel 1, and bamboo is provided with the rectangle frame Wood plywood 3;The rectangle frame is arranged with many template back arris 5 parallel with horizontal angle steel 1, the two of the template back arris 5 End is connected by back cord connecting plate 8 respectively.
A kind of bamboo-wood structure glued board that the utility model is provided and the plate device of shaped steel combination, pass through horizontal stroke in the present apparatus To the rectangle frame that angle steel 1 is constituted with vertical angle steel 4, composition template basis is supported square by many keel 2 in rectangle frame The bamboo-wood plywood 3 set on shape frame.The template back arris 5 that rectangle frame lower section is set simultaneously are connected by back cord connecting plate 8, so Whole device building block is simple, is beneficial to dismounting, easy processing, the template that convenient to assemble and disassemble, reliability is high, using effect is good is filled Put so that reliably connected between existing bamboo-wood plywood and existing shaped steel, this device can meet mass concrete Or the material during number of turnover relatively small number of engineering construction needed for form work engineering.
Embodiment 2:
On the basis of above-described embodiment, in the present embodiment, the keel 2 are the type keel of channel-section steel 8.
The template back arris 5 are provided with template steady brace 6.The template steady brace 6 sets with the junction of template back arris 5 There is the solid pull bar pad 7 of template.
The template back arris 5 have four.
The template back arris 5 set under the rectangle frame are connected with the spot welding of keel 2.
Template back arris 5 tense the solid pull bar pad 7 of template and fix template by template steady brace 6.The solid pull bar pad of template Piece 7 is welded in template back arris 5;Back cord connecting plate 8 couples together the back cord of two pieces of large forms;2 points of template back arris 5 and keel Weldering connection;It is welded to connect between vertical angle steel 4 and horizontal angle steel 1;It is welded to connect between keel 2 and horizontal angle steel 1.
In the present embodiment, described bamboo-wood plywood 3 is fixed with horizontal angle steel 1 and vertical angle steel 4 by dormant bolt Connection, and dormant bolt surface is less than bamboo-wood plywood 32mm.
Described bamboo-wood plywood 3 is connected with keel 2 by dormant bolt.
, it is necessary in the face of the discord connection of bamboo-wood plywood 3, drill in transverse direction angle steel 1 as shown in Figure 1 and vertical angle steel 4, For and connection between other big-size formworks.
Bamboo-wood plywood 3 needs to carry out planing treatment to joint face before using assembly, must be with S before docking from each other Shape smears glass cement treatment seam.
The connecting hole with bamboo-wood plywood 3 is needed on keel 2, it is necessary to drilling in advance.
Horizontal angle steel 1 is fixed using dormant bolt with bamboo-wood plywood 3.
Keel 2 connect through dormant bolt and are connected with bamboo-wood plywood 3.Vertical angle steel 4 is connected through with bamboo-wood plywood 3 Dormant bolt is connected.Dormant bolt surface is less than bamboo-wood plywood 32mm, and floating guarantee template surface is carried out using atomized ash Planarization.
Bamboo slab rubber and shaped steel assembling combination, bamboo slab rubber lighter weight in itself, are adapted to casting of concrete in mass.Compared to general Logical bamboo slab rubber lumps of wood form, structure is more firm.Relative to common all-steel mold plate lighter weight, torn open beneficial to being incubated, being easy to peace.This Device easy processing, the plate device that convenient to assemble and disassemble, reliability is high, using effect is good so that existing bamboo-wood plywood and existing Shaped steel between reliably connect, when this device can meet mass concrete or the number of turnover relatively small number of engineering construction Material needed for form work engineering.

Claims (8)

1. the plate device of a kind of bamboo-wood structure glued board and shaped steel combination, it is characterised in that:Including two horizontal angle steel(1), The horizontal angle steel of described two(1)Two ends pass through vertical angle steel(4)Connection, and a rectangle frame is formed, it is provided with rectangle frame Many with vertical angle steel(4)Parallel keel(2), the every keel(2)Two ends be each attached to upper and lower two horizontal angle steel (1)On, it is provided with bamboo-wood plywood on the rectangle frame(3);The rectangle frame is arranged with many with horizontal angle steel(1)It is parallel Template back arris(5), the template back arris(5)Two ends respectively pass through back cord connecting plate(8)Connection.
2. the plate device of a kind of bamboo-wood structure glued board according to claim 1 and shaped steel combination, it is characterised in that:Institute State keel(2)It is the type keel of channel-section steel 8.
3. the plate device of a kind of bamboo-wood structure glued board according to claim 1 and shaped steel combination, it is characterised in that:Institute State template back arris(5)It is provided with template steady brace(6).
4. the plate device of a kind of bamboo-wood structure glued board according to claim 3 and shaped steel combination, it is characterised in that:Institute State template steady brace(6)With template back arris(5)Junction is provided with the solid pull bar pad of template(7).
5. the plate device of a kind of bamboo-wood structure glued board according to claim 1 and shaped steel combination, it is characterised in that:Institute State template back arris(5)There are four.
6. the plate device of a kind of bamboo-wood structure glued board according to claim 1 and shaped steel combination, it is characterised in that:Institute State the template back arris set under rectangle frame(5)With keel(2)Spot welding is connected.
7. the plate device of a kind of bamboo-wood structure glued board according to claim 1 and shaped steel combination, it is characterised in that:Institute The bamboo-wood plywood stated(3)With horizontal angle steel(1)With vertical angle steel(4)It is fixedly connected by dormant bolt, and dormant bolt Surface is less than bamboo-wood plywood(3)2mm.
8. the plate device of a kind of bamboo-wood structure glued board according to claim 1 and shaped steel combination, it is characterised in that:Institute The bamboo-wood plywood stated(3)With keel(2)Connected by dormant bolt.
CN201621181456.3U 2016-10-28 2016-10-28 A kind of plate device of bamboo-wood structure glued board and shaped steel combination Active CN206220474U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621181456.3U CN206220474U (en) 2016-10-28 2016-10-28 A kind of plate device of bamboo-wood structure glued board and shaped steel combination

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621181456.3U CN206220474U (en) 2016-10-28 2016-10-28 A kind of plate device of bamboo-wood structure glued board and shaped steel combination

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107060317A (en) * 2017-06-20 2017-08-18 中国华西企业有限公司 A kind of shaped steel frame wooden model and its construction method
CN107143063A (en) * 2017-06-26 2017-09-08 华南理工大学 A kind of assembled pull bar constraint multi-cavity faced wall and its assembly method
CN109057317A (en) * 2018-10-12 2018-12-21 中国人民解放军63926部队 A kind of Modularized aluminum alloy of spigot-and-socket-wood gang form system and its installation method
CN109826103A (en) * 2019-03-19 2019-05-31 中国十七冶集团有限公司 A kind of cast-in-situ box girder bamboo slab rubber and splicing reinforcement means
CN110453911A (en) * 2019-09-06 2019-11-15 伍伟中 Shutdown formula installs formwork system and its construction method
CN112681242A (en) * 2021-01-18 2021-04-20 山东临沂水利工程总公司 Gate pier steel-wood combined large formwork structure and construction method thereof

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107060317A (en) * 2017-06-20 2017-08-18 中国华西企业有限公司 A kind of shaped steel frame wooden model and its construction method
CN107143063A (en) * 2017-06-26 2017-09-08 华南理工大学 A kind of assembled pull bar constraint multi-cavity faced wall and its assembly method
CN107143063B (en) * 2017-06-26 2023-06-20 华南理工大学 Assembled pull rod constraint multi-cavity combined wall and assembling method thereof
CN109057317A (en) * 2018-10-12 2018-12-21 中国人民解放军63926部队 A kind of Modularized aluminum alloy of spigot-and-socket-wood gang form system and its installation method
CN109826103A (en) * 2019-03-19 2019-05-31 中国十七冶集团有限公司 A kind of cast-in-situ box girder bamboo slab rubber and splicing reinforcement means
CN110453911A (en) * 2019-09-06 2019-11-15 伍伟中 Shutdown formula installs formwork system and its construction method
CN110453911B (en) * 2019-09-06 2023-09-08 伍伟中 Door-closing type supporting formwork system and construction method thereof
CN112681242A (en) * 2021-01-18 2021-04-20 山东临沂水利工程总公司 Gate pier steel-wood combined large formwork structure and construction method thereof

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