CN204492333U - A kind of assembling fire wall - Google Patents
A kind of assembling fire wall Download PDFInfo
- Publication number
- CN204492333U CN204492333U CN201420839334.3U CN201420839334U CN204492333U CN 204492333 U CN204492333 U CN 204492333U CN 201420839334 U CN201420839334 U CN 201420839334U CN 204492333 U CN204492333 U CN 204492333U
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- Prior art keywords
- wind
- wallboard
- resistant column
- fire wall
- jog
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Abstract
The utility model discloses a kind of assembling fire wall, comprise multiple wind-resistant column side by side, multiple longitudinal spliced wallboard is provided with between described adjacent wind-resistant column, described wallboard is provided with jog, adjacent wall board is provided with to bear down on one by jog correspondence splicing top and is connected respectively with the top of wind-resistant column and the wallboard of top, described bearing down on one is provided with the Plug Division corresponding with the jog of top wallboard, described in bear down on one and be also provided with bar planting hole, described bar planting hole is inserted bar connecting and is beared down on one and wind-resistant column.The utility model structure adopts frame form, assembled by the splicing of each component, construction technology is simple, traditional cast in situs is changed into factory normalization to produce, can in implementation quality supervision in early stage and control, relative overall water saving more than 30%, energy-conservation more than 30%, reduce the amount of labour used 35%, substantially reduce construction period more than 1 ~ 3 times.
Description
Technical field
The utility model relates to power engineering construction of transformer substation field, particularly relates to a kind of assembling fire wall.
Background technology
In Phase of Electric Power Projects, for high-low pressure power system, the most important measure of power equipment safety is guaranteed in fire prevention, waterproof.Between transformer, build fire wall to ensure the safe operation of high-power transformer, traditional fire wall adopts cast in situs wet work, and labour drops into many on the one hand, cost is high, contaminated environment on the other hand, and construction is larger by weather effect, long construction period.
Application number be 201320185559.7 Chinese patent " frame type fire wall " disclose a kind of frame type fire wall, comprise frame column, frame column bottom is provided with independent foundation under column, Vierendeel girder is provided with between frame column, filled by building block in framework between frame column and Vierendeel girder, in framework, be provided with constructional column.This patent adopts conventional frame construction, and need to set up full vertical surface scaffold and construct, labour has high input.
Application number be 201420379235.1 Chinese patent " prefabrication and assembly construction fire wall " disclose a kind of prefabrication and assembly construction fire wall, comprise the fire wall grade beam be cast on basis, fire wall grade beam has been arranged side by side many root posts, and column is made up of circular abutment and at least two sections of square column be sleeved on outside circular abutment; Prefabricated panel is installed between two root posts by the groove that column side is arranged, the wallboard block that prefabricated panel is spliced by polylith and top panel block form, wallboard block bottom offers wallboard block groove, top is provided with wallboard block tongue, top panel block bottom offers top panel block groove, and wallboard block and top panel block all offer hole for hoist.This patent adopts assembled wallboard to replace on-the-spot building block, but the stability connected between intensity and module is weak.
Summary of the invention
The purpose of this utility model is to overcome the deficiencies in the prior art, provide a kind of fire-resistant, high temperature resistant, high-strength, cost is low, it is convenient to install or carry, short construction period, the assembling fire wall of simple and beautiful structure.
Above-mentioned purpose of the present utility model is achieved by following technical solution:
A kind of assembling fire wall, comprise multiple wind-resistant column side by side, multiple longitudinal spliced wallboard is provided with between described adjacent wind-resistant column, described wallboard is provided with jog, adjacent wall board is by the splicing of jog correspondence, and top is provided with to bear down on one and is connected respectively with the top of wind-resistant column and the wallboard of top, described in bear down on one and be provided with the Plug Division corresponding with the jog of top wallboard, described bearing down on one also is provided with bar planting hole, and described bar planting hole insertion bar connecting bears down on one with wind-resistant column and fills with and has microdilatancy stone concrete.The utility model structure adopts frame form to add new energy-saving material formation, assembled by the splicing of each component, construction technology is simple, traditional cast in situs is changed into factory normalization to produce, can in implementation quality supervision in early stage and control, relative overall water saving more than 30%, energy-conservation more than 30%, reduce the amount of labour used 35%, substantially reduce construction period more than 1 ~ 3 times.
Describedly bear down on one as multiple, bear down on one directly fixing adjacent wind-resistant column, also splices with the superiors' wallboard being located at adjacent wind-resistant column simultaneously.
Further, be also provided with base for post and be connected with bottom wind-resistant column, between described base for post and wind-resistant column, fill with microdilatancy stone concrete.Base for post plays stable overall effect, has microdilatancy stone concrete to fix further by filling with between base for post and wind-resistant column.
Described base for post has mixed earth bed course, and described concrete cushion is often held and stretched out base for post edge 80 ~ 120mm.Be provided with mixed earth bed course in order to stable overall further, protection base for post.
Described wind-resistant column, wallboard, to bear down on one and the top of base for post, bottom are provided with reinforcement cover, described reinforcement cover is crisscross reinforcing bar.Described reinforcement cover is the horizontal and vertical intensity strengthening each component further.Described wind-resistant column and the thickness of protection tier beared down on one are 20mm, and the thickness of protection tier of described wallboard is 15mm, and the top of described base for post, bottom reinforcement bars protective layer thickness are 30 ~ 50mm.
Described wind-resistant column is provided with the draw-in groove of splicing wallboard and interiorly establishes pvc pipe.This pvc pipe diameter 80mm ~ 120mm, can alleviate in wind-resistant column deadweight about 20%, convenient lifting, and this centre bore can pass through fairlead use and rain-water drainage effect as equipment in addition.
Described wind-resistant column, wallboard, bearing down on one is equipped with hole for hoist, realizes assembling, simply easily during construction by lifting.Between described wallboard 2 and wallboard 2, between wind-resistant column 1 and wallboard 2, be filled with fire-type jointing agent.
Described assembling fire wall, comprises each raw material components of following weight parts composition:
Cement 450 ~ 550 parts;
Silicon ash 100 ~ 135 parts;
135 ~ 175 parts, flyash;
1160 parts, aggregate;
Steel fibre 30 ~ 50 parts;
Organic fiber 2 ~ 4 parts;
140 parts, water;
Water reducing agent 22 ~ 28 parts.
The admixture such as resistant to elevated temperatures flyash, silicon ash introduced by the utility model raw material, introduce bauxite as high temperature resistant aggregate, adjusted by the proportioning of each component, significantly can alleviate the thickness of component, integral product thickness is about 1/2 ~ 2/3 of traditional thickness of cast-in-place concrete, improve material heat resistance, identical refractory temperature more than 3.5 hours can be reached.In addition, the utility model formula environmentally safe, reduces building waste and pollutes 70%.
Preferably, described aggregate is the bauxite that particle is less than 2.36 millimeters.
Preferably, described organic fiber is polypropylene or PVA.
The preparation method of described assembling fire wall, comprises the steps:
(1) organic fiber, copper plated steel fiber and bauxite are added mixer and stir 2 ~ 4 minutes to being uniformly dispersed;
(2) in mixer, add cement, silicon ash, flyash continues stirring 1 ~ 2 minute to evenly for subsequent use;
(3) in above-mentioned lay-by material, adding high efficiency water reducing agent and water successively continuing stirring 2 ~ 4 minutes to being uniformly dispersed;
(4) be evenly arranged in the punching block of arrangement of reinforcement by the mixture stirred by material distributing machine, the process of receipts light is carried out in slight ancillary vibration rear surface.
(5) by having built, product is quiet stopped 6 ~ 8 as a child, and proceed to most type dry heating curing in curing temperature 40 ~ 50 degree of kilns, after 12 hours, intensity reaches 70 MPas, can carry out the demoulding, proceeds to stockyard natural curing seven days.
Compared with prior art, the beneficial effects of the utility model are as follows:
(1) the utility model adopts fire-resistant, resistant to elevated temperatures prefabricated each component, its lightweight property is high-strength, more than 5 times of common material when material resistance to compression, flexural strength, integral product thickness is about 1/2 ~ 2/3 of traditional thickness of cast-in-place concrete, identical refractory temperature more than 3.5 hours can be reached, reduction construction period, in addition, the utility model formula environmentally safe, reduces building waste and pollutes 70%;
(2) the utility model structure adopts polylith prefabricated component splice, structure is simple, installs or transport quick; And be fixedly connected with microdilatancy stone concrete by reinforcing bar, add overall intensity simultaneously.
(3) traditional cast in situs is changed into factory normalization to produce, can in implementation quality supervision in early stage and control, relative overall water saving more than 30%, energy-conservation more than 30%, reduces the amount of labour used 35%, substantially reduces construction period more than 1 ~ 3 times.
Accompanying drawing explanation
Fig. 1 is elevation of the present utility model;
Fig. 2 is the top view of base for post;
Fig. 3 is A-A sectional view in Fig. 3;
Fig. 4 is B-B sectional view in Fig. 3;
Fig. 5 is the arrangement of reinforcement of base for post;
Fig. 6 is side column capital schematic diagram;
Fig. 7 is C-C sectional view in Fig. 6;
Fig. 8 is center pillar capital schematic diagram;
Fig. 9 is D-D sectional view in Fig. 8;
Figure 10 is the splicing schematic diagram of wind-resistant column and wallboard;
Figure 11 is the splicing schematic diagram of adjacent wall board;
Figure 12 is the structural representation beared down on one;
Figure 13 is E-E sectional view in Figure 12;
Wherein, 1, wind-resistant column; 2, wallboard; 3, bear down on one; 4, Plug Division; 5, bar planting hole; 6, base for post; 7, draw-in groove; 8, pvc pipe;
Below in conjunction with Figure of description and specific embodiment the utility model made and elaborating further, but embodiment does not limit in any form the utility model.
Embodiment 1
As Fig. 1 ~ 13, described assembling fire wall, comprise 3 wind-resistant columns 1 side by side, be respectively 2 side columns and 1 center pillar, multiple longitudinal spliced wallboard 2 is provided with between described adjacent wind-resistant column 1, described wallboard 2 is provided with jog, adjacent wall board 2 is by the splicing of jog correspondence, top is provided with to bear down on one and 3 is connected respectively with the top of wind-resistant column 1 and the wallboard 2 of top, described bearing down on one 3 is provided with the Plug Division corresponding with the jog of top wallboard 2, described bearing down on one 3 is also provided with bar planting hole 5, described bar planting hole 5 insert bar connecting bear down on one 3 and wind-resistant column 1 and fill with have microdilatancy stone concrete.
Described bearing down on one 3 is 2, and bear down on one 3 direct fixing adjacent wind-resistant columns 1, also splices with the superiors' wallboard 2 being located at adjacent wind-resistant column 1 simultaneously.
Further, be also provided with base for post 6 and be connected with bottom wind-resistant column 1, between described base for post 6 and wind-resistant column 1, fill with microdilatancy stone concrete.Described base for post 6 has mixed earth bed course, and described concrete cushion is often held and stretched out base for post edge 100mm.
Described wind-resistant column 1, wallboard 2, bear down on one 3 and the top of base for post 6, bottom be provided with reinforcement cover, described reinforcement cover is crisscross reinforcing bar.Described reinforcement cover is the horizontal and vertical intensity strengthening each component further.Described wind-resistant column 1 and bear down on one 3 thickness of protection tier be 20mm, the thickness of protection tier of described wallboard 2 is 15mm, and the top of described base for post 6, bottom reinforcement bars protective layer thickness are 40mm.
Described wind-resistant column 1 is provided with the draw-in groove 7 of splicing wallboard and interiorly establishes pvc pipe 8.
Described wind-resistant column 1, wallboard 2, bearing down on one 3 is equipped with hole for hoist, realizes assembling, simply easily during construction by lifting.Between described wallboard 2 and wallboard 2, between wind-resistant column 1 and wallboard 2, be filled with fire-type jointing agent.
Claims (9)
1. an assembling fire wall, comprise multiple wind-resistant column side by side, multiple longitudinal spliced wallboard is provided with between described adjacent wind-resistant column, described wallboard is provided with jog, and adjacent wall board, by the splicing of jog correspondence, is characterized in that, top is provided with to bear down on one and is connected respectively with the top of wind-resistant column and the wallboard of top, described bearing down on one is provided with the Plug Division corresponding with the jog of top wallboard, described in bear down on one and be also provided with bar planting hole, described bar planting hole is inserted bar connecting and is beared down on one and wind-resistant column.
2. assembling fire wall according to claim 1, is characterized in that, described bar planting hole is filled with microdilatancy stone concrete.
3. assembling fire wall according to claim 1, is characterized in that, be also provided with base for post and be connected with bottom wind-resistant column, fill with microdilatancy stone concrete between described base for post and wind-resistant column.
4. assembling fire wall according to claim 3, it is characterized in that, described base for post has mixed earth bed course, and described concrete cushion is often held and stretched out base for post edge 80 ~ 120mm.
5. assembling fire wall according to claim 3, it is characterized in that, top and the bottom of described base for post are provided with reinforcement cover.
6. assembling fire wall according to claim 4, it is characterized in that, described thickness of protection tier is 30 ~ 50mm.
7. assembling fire wall according to claim 1, it is characterized in that, described wind-resistant column is provided with and the draw-in groove splicing wallboard.
8. assembling fire wall according to claim 1, is characterized in that, described wind-resistant column, wallboard, bearing down on one is equipped with reinforcement cover.
9. assembling fire wall according to claim 4 or 7, is characterized in that, described reinforcement cover is crisscross reinforcing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420839334.3U CN204492333U (en) | 2014-12-26 | 2014-12-26 | A kind of assembling fire wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420839334.3U CN204492333U (en) | 2014-12-26 | 2014-12-26 | A kind of assembling fire wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204492333U true CN204492333U (en) | 2015-07-22 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201420839334.3U Active CN204492333U (en) | 2014-12-26 | 2014-12-26 | A kind of assembling fire wall |
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| CN (1) | CN204492333U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106981155A (en) * | 2017-04-18 | 2017-07-25 | 北京龙飞船科技有限公司 | A kind of guard rail with monitoring function and preparation method thereof and protecting wall |
| CN108164217A (en) * | 2018-01-09 | 2018-06-15 | 郑州大学 | A kind of room temperature maintenance ultra-high performance concrete and preparation method thereof |
| CN108894346A (en) * | 2018-06-26 | 2018-11-27 | 宁波普利凯建筑科技有限公司 | A kind of inlaid self-adaptive non-bearing exterior wall and its construction method |
| CN112376455A (en) * | 2020-11-17 | 2021-02-19 | 中交第三航务工程局有限公司南京分公司 | Shock absorption limiting method and device for rail transit assembled enclosure structure |
-
2014
- 2014-12-26 CN CN201420839334.3U patent/CN204492333U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106981155A (en) * | 2017-04-18 | 2017-07-25 | 北京龙飞船科技有限公司 | A kind of guard rail with monitoring function and preparation method thereof and protecting wall |
| CN108164217A (en) * | 2018-01-09 | 2018-06-15 | 郑州大学 | A kind of room temperature maintenance ultra-high performance concrete and preparation method thereof |
| CN108894346A (en) * | 2018-06-26 | 2018-11-27 | 宁波普利凯建筑科技有限公司 | A kind of inlaid self-adaptive non-bearing exterior wall and its construction method |
| CN112376455A (en) * | 2020-11-17 | 2021-02-19 | 中交第三航务工程局有限公司南京分公司 | Shock absorption limiting method and device for rail transit assembled enclosure structure |
| CN112376455B (en) * | 2020-11-17 | 2022-03-01 | 中交第三航务工程局有限公司南京分公司 | Shock absorption limiting method and device for rail transit assembled enclosure structure |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200813 Address after: 38, 511600 Lotus Village, Shek Kok town, Fogang County, Qingyuan, Guangdong Patentee after: GUANGDONG GAITEQI NEW MATERIAL TECHNOLOGY Co.,Ltd. Address before: 518000 Guangdong city of Shenzhen province Futian District Nga indihome Park 3A block 20A Patentee before: Huang Heming |