CN104989149A - Civil building basement combat-ready conversion system and building method of system - Google Patents
Civil building basement combat-ready conversion system and building method of system Download PDFInfo
- Publication number
- CN104989149A CN104989149A CN201510423220.XA CN201510423220A CN104989149A CN 104989149 A CN104989149 A CN 104989149A CN 201510423220 A CN201510423220 A CN 201510423220A CN 104989149 A CN104989149 A CN 104989149A
- Authority
- CN
- China
- Prior art keywords
- built
- fitting
- steel
- battle
- basement
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
- Tents Or Canopies (AREA)
Abstract
The invention provides a civil building basement combat-ready conversion system and a building method of the system, wherein partition walls and anti-explosion walls are arranged in a civil building basement; each of the upper end and the lower end of each partition wall is clamped by a clamping element and is fixed on a first embedded element; the first embedded elements are embedded in the top surface and the bottom surface of the civil building basement; each anti-explosion wall comprises a sectional steel post and a thin steel plate; each of the upper end and the lower end of each sectional steel post is clamped by a clamping element and is fixed on a second embedded element; the second embedded elements are embedded in the top surface and the bottom surface of the civil building basement; a plurality of threaded holes are uniformly distributed in each sectional steel post from bottom to top; a plurality of steel plates are fixed on each sectional steel post through screws; and the anti-explosion walls with the height not smaller than 1.8m are formed. The invention also discloses a fast building method of the system. The system has the advantages that no wet operation is performed; a professional construction tool is not needed; the relying on outside is reduced; only screw bolt fastening and welding are needed; and prepared materials are used for fast conversion.
Description
Technical field
This invention relates to Technology for Civil Air Defence Projects field, specifically a kind of Civil building basement just before a battle converting system and construction process.
Background technology
Civil building basement (comprising monomer civil air defense projects) Civil Specialities just before a battle converting system is formed primarily of following two parts:
(1) Civil building basement do not use at ordinary times and wartime special function room
Prior art: Civil building basement do not use at ordinary times and wartime special function room, usual employing masonry structure is just before a battle built by laying bricks or stones, need to stir mortar to bond to building block, all need assembling reinforcement cage that constructional column is set at privileged sites as body of wall corner or because of wall body ultralong.
(2) the antiknock wall in Civil building basement protective unit
Prior art: usually adopt just before a battle heap sandbag to construct, utilize sandbag to pile up, wall section is trapezoidal, and end opening is wide 1 meter, suitable for reading wide 0.5 meter, is highly not less than 1.8 meters.
Existing Civil building basement Civil Specialities just before a battle converting system has following defect:
(1) masonry structure construction need have the skilled worker of certain engineering construction experience to construct, and ensures construction quality.
(2) masonry structure construction will expend time in longer, and have wet trade as the mixing of mortar, concrete stirring is vibrated, the colligation of reinforcing bar, and template is set up and removed, concrete maintenance, and the jointing of body of wall to be plastered etc. and needed to construct by the requirement of technique duration.
(3) just before a battle the conversion time limit is shorter, and urban civil air defense basement engineering is after experienced by several years construction, have a large capacity and a wide range, as adopted existing scheme, when just before a battle changing, need in a short time to city for the constructional materials such as one hand tile, sand that meets the demands in a large number, and be transported to each monomer engineering and construct, construct compartment wall in wartime, antiknock wall, implement and also there is larger difficulty.
(4) sand pocket takes up room comparatively large, because antiknock cellar area is less, need increase more antiknock wall wartime, cause the minimizing that reality effectively shelters area to a certain extent.
Summary of the invention:
In order to solve the deficiencies in the prior art, the invention provides a kind of Civil building basement just before a battle converting system and construction process, for rapid build, solve and existingly pile up that difficulty, engineering quantity are large, the problem of the bothersome effort of dismounting, solve the storage problem of material simultaneously.
The technical solution adopted for the present invention to solve the technical problems is:
A kind of for Civil building basement just before a battle converting system, vertical partition wall and antiknock wall is provided with in air defense basement, it is characterized in that: described vertical partition wall and antiknock wall are quick structure for assembling, wherein, the upper/lower terminal of described vertical partition wall clamps respectively by holder and is fixed on the first built-in fitting, in the end face that described first built-in fitting is embedded in described air defense basement and bottom surface; Described antiknock wall comprises steel column and steel plate, the upper/lower terminal of described steel column clamps respectively by holder and is fixed on the second built-in fitting, in the end face that described second built-in fitting is embedded in described air defense basement and bottom surface, described steel column has been evenly arranged some screwed holes from bottom to top, screw by some Interal fixation on steel column and height of formation is not less than the blast wall of 1.8 meters.
As a kind of implementation of the best, described steel plate thickness is 10 millimeters, and arranges stiffening rib according to span size.
As a kind of implementation of the best, described vertical partition wall is highly consistent with the height of air defense basement Light trabs.
Further, described Light trabs is the one in the large-scale Light trabs such as GRC plate, gas concrete calcium plate.
Further, the sheath member at door, window, equipment hole is embedded in described Light trabs in advance.
As a kind of implementation of the best, described first built-in fitting is made up of band steel and screwed pipe, and described screwed pipe is evenly arranged along band steel length direction.
As a kind of implementation of the best, described second built-in fitting is made up of square steel plate and screwed pipe, and four limits that wherein screwed pipe is positioned at steel plate are evenly arranged.
As a kind of implementation of the best, there is the wing ring strengthening wedge action in described screwed pipe arranged outside.
As a kind of implementation of the best, described angle steel is provided with some slotted eyes, to adapt to the error in Embedment Construction.
The above-mentioned construction process for Civil building basement just before a battle converting system: being first embedded with the first built-in fitting and the second built-in fitting in the end face and bottom surface of described air defense basement, it is characterized in that when building:
1, vertical partition wall is fixing: the holder first installing side, is then fitted in upper and lower holder place by the upper/lower terminal of Light trabs, finally uses bolt that the holder of opposite side is fixedly realized gripping of Light trabs;
2, the constructing of antiknock wall: first use holder to be fixed on the second built-in fitting the upper/lower terminal of steel column and form column, then used by steel plate screw to be fixed between steel column and form blast wall.
As improving further, reinforcement of weld is carried out in the junction between described holder and first, second built-in fitting.
Advantage of the present invention is:
1, body series requires lower to technician, and general adult can grasp mounting technique rapidly according to instruction for mounting.
2, body series does not have wet trade, does not need professional construction instrument, reduces and relies on to external world, only needs to fasten, weld, and utilizes preparation material rapid translating.
3, body series engineering does not have the technique stand-by period of prior art, complete plug and play.
4, body series comprehensively shortens the conversion time in function in wartime room, is conducive to the quick realization of Civil building basement (comprising air raid shelter and monomer civil air defense projects) flat war power and energy.
5, material is conveniently deposited and is had enough to meet the need, and this programme antiknock wall system device materials is light, and volume is little, can get the raw materials ready at ordinary times, nearby stored in guard member storehouse, make it under combat-ready state, have more exploitativeness and operability, greatly improve the war readiness benefit of Civil building basement.
6, body series uses material mostly to be prefabrication, meets the policy of the industrialization of the country.
Accompanying drawing explanation
Fig. 1 is the scheme of installation of structural wall.
Fig. 2 is the structural representation of band steel built-in fitting.
Fig. 3 is the structural representation of angle steel.
Fig. 4 is the scheme of installation of the structural wall with door and window.
Fig. 5 is the structural representation of antiknock wall.
Fig. 6 is the schematic diagram of square steel plate built-in fitting.
Fig. 7 is steel-sheet front view.
In figure: 1 first built-in fitting, the 1 ' second built-in fitting, 11 band steels, 12 screwed pipes, 2 concrete, 3 angle steel, 31 elliptical apertures, 4 bolts, 5 Light trabses, 51 component of the doors and windows, 6 steel columns, 7 steel plates, 71 screws.
Detailed description of the invention
As shown in Figures 1 to 7, for existing defect, the present invention is the built-in fitting by different structure pre-buried in concrete, be connected with pre-buried by corresponding a series of supporting angle steel, bolt again, Light trabs is used to carry out the segmentation in space or use steel plate to construct antiknock wall fast, the simple and quick just before a battle conversion realizing Civil building basement.Set forth from following two aspects respectively below:
(1) existing Civil building basement is just before a battle in Change measure, and wartime, special function room adopted masonry structure to construct, and need the construction worker's construction possessing certain quality, required building implement equipment is more, and conversion time is longer.
This programme is by the built-in fitting of pre-buried different structure in concrete, large-scale Light trabs is fixed (as GRC plate, gas concrete calcium plate etc. again by fixing angle steel, bolt and built-in fitting, wherein GRC plate refers to low alkalinity cement mortar as base material, alkali-resistant glass fibre does reinforcing material, manufactured Board face layer, through cast-in-place or prefabricated, the composite wall material be composited with other light thermal-insulation thermal insulation materials), realizing ordinary person can quick-assembling room in wartime, shortens just before a battle conversion time greatly.Door, window, equipment hole place adopt the integrated wall sheet material pre-installing prefabricated sheath, and door or window are arranged in sheath again, plug and play.
(2) existing Civil building basement is just before a battle in Change measure, and antiknock wall is constructed by just before a battle stacking sandbag, and material is heavy, and transport difficult, deposit special large quantity space, process of depositing is apt to deteriorate or damaged.
The present invention by pre-plugged built-in fitting in concrete, and gets wallboard and steel plate, the steel column of predetermined dimension ready in advance in advance, then by fixing and assembling, forms vertical partition wall and antiknock wall, and save space, quality is secure.
Based on above-mentioned description, one provided by the invention is used for Civil building basement just before a battle converting system, and the structure dissection of structural wall is as follows:
First built-in fitting 1, in the building course of Civil building basement, in end face or bottom surface, the first built-in fitting is set, wherein the first built-in fitting is that one conventional in engineering builds, its structure and mounting means have multiple, the first built-in fitting 1 in the present embodiment is made up of band steel 11 and screwed pipe 12, wherein band steel 11 is positioned at the top layer of building body, screwed pipe 12 is embedded in concrete roof (base plate), when having backfilling material on structure base slab, built-in fitting can be arranged in rigid ground, or by (non-structural base plate) boring in rigid ground in the transformation process in later stage, beat expansion bolt geometrical clamp gripping member, holder is fixed in rigid ground.In concrete structure, application is convenient.The present invention needs the first built-in fitting pattern being not limited only in the scheme protected illustrate in diagram 2, and various built-in fitting is all applicable.In the present embodiment, the first built-in fitting 1 reliably embeds with concrete 2, and built-in fitting is containing wing ring or anchoring piece.
Angle steel 3, the punching of angle steel 3 one side, hole be oval 31, wherein the spacing of oval 31 and the spacing of the screwed hole in built-in fitting and specification supporting, use bolt 4 can be fixed on built-in fitting by angle steel, form one connection.
Wherein above-mentioned angle steel 3 is only a kind of enforcement pattern specifically, there is the aluminium alloy extrusions of L shape section, alloy components also can replace, form a kind of holder with clamping effect, wherein, a side of angle steel contacts with built-in fitting, adopts welding or bolted mode to be fixed, wherein, best mode is the mode of above-mentioned bolt, and can carry out dismounting operation, the used time can not remove.
Large-scale Light trabs 5 (as GRC plate, gas concrete calcium plate etc.), is obtained by the mode of cutting, and height is consistent with the height of air defense basement, and width is the specification etc. of 60 centimetres, 80 centimetres or 1 meter.Certainly, Light trabs is not limited to above-mentioned pattern, and the existing building material with being used as integral wall can bring use.
As one distortion, will can embed supporting door, window, equipment hole sheath member 51 in advance in Light trabs 5, form the sheath member of prepackage, this sheath member size large person can be connected with holder, and the little person of size also can be nested in sheet material 5.Like this, just before a battle conversion period can Fast Installation door and window and equipment installation.Alternatively be out of shape, door and window also can form combined material with sheet material, just before a battle plug and play during conversion, and the concrete pattern of door and window and function can be any patterns of the prior art, all fall within protection scope of the present invention.
During installation, first the angle steel 3 of side is installed, then upper and lower for Light trabs two ends is fitted in the angle steel place located up and down, finally use bolt to be fixed by the angle steel of opposite side, just fast wallboard can be fixed, realize the effect of the compartment.
The connection of holder and built-in fitting is mainly bolt and fastens, and when allowing conversion time, or is fixedly connected with when requiring high, and welding can be adopted to strengthen.As a kind of flexible, holder and the connection of built-in fitting are taked bolt to connect, are welded one of these two kinds of methods or combine all at the row of this protection.
The structure of antiknock wall, as shown in Figures 5 to 7:
Second built-in fitting 1 ', second built-in fitting 1 ' is set in the building course of Civil building basement, or the second built-in fitting 1 ' is installed in the transformation process in later stage, wherein the second built-in fitting is that one conventional in engineering builds, be made up of square steel plate and screwed pipe in the present embodiment, wherein screwed pipe is positioned at four edges of square steel plate, square steel plate is positioned at the top layer of building body, screwed pipe is embedded in concrete roof (base plate), when having backfilling material on structure base slab, built-in fitting can be arranged in rigid ground, or by (non-structural base plate) boring in rigid ground in the transformation process in later stage, beat expansion bolt geometrical clamp gripping member, holder is fixed in rigid ground.In concrete structure, application is convenient.The present invention needs the built-in fitting pattern being not limited only in the scheme protected illustrate in diagram, and various built-in fitting is all applicable.In the present embodiment, the second built-in fitting 1 ' reliably embeds with concrete 2, and built-in fitting is containing wing ring or anchoring piece.
Angle steel 3, the punching of angle steel one side, hole is elliptical aperture, and spacing and the specification of the screwed hole in spacing and the square steel of wherein elliptical aperture are supporting, and angle steel can be fixed on the second built-in fitting by applicable bolt, forms a kind of connection.
Steel column 6, adopt square steel shaped steel, obtain certain length by intercepting, then two ends are fixedly connected with the second built-in fitting 1 ' by the clamping action of angle steel up and down, and angle steel is bolted in built-in fitting, or angle steel is connected with built-in fitting by welding, genetic system, by above-mentioned installation, forms multiple steel columns 6 of a determining deviation, steel column 6 pre-sets some screwed holes, and screwed hole is evenly arranged from bottom to top.
Above-mentioned steel column can be i iron, square steel pipe or extraordinary profile iron section bar, plays the effect supporting and install, conventional all can be able to using as supporting the shaped steel used in existing steel work.
Steel sheet 7, the steel sheet of 10 mm of thickness some pieces, then offers strip hole in the edge of both sides, is fixed on steel column 6 by screw 71 by steel sheet, and form blast wall, the height height of blast wall is not less than 1.8 meters, meets people's air defense requirement.
Above-mentioned steel sheet can be the steel plate of the various intensity such as clean steel plate, alloy-steel plate, corrosion resistant plate, mainly plays the effect of security protection.
Improve further, above-mentioned steel sheet can adopt stamping steel plate, and forms multiple punching press muscle or repousse in its surface, improves overall intensity.
Construction process: be first fixed on built-in fitting by steel column about 6 two ends, forms column, is then fixed between steel column by steel sheet and forms blast wall.
In the process built, the mode of welding can be adopted to build, can realize equally fixing fast.
Embodiment recited above is only be described the preferred embodiment of the present invention; not scope of the present invention is limited; under not departing from the present invention and designing the prerequisite of spirit; relevant technical staff in the field, to various distortion of the present invention and improvement, all should expand in protection domain as determined in claims of the present invention.
Claims (10)
1. a Civil building basement just before a battle converting system, is provided with vertical partition wall and antiknock wall, it is characterized in that in air defense basement: described vertical partition wall and antiknock wall are quick structure for assembling, wherein,
The upper/lower terminal of described vertical partition wall clamps respectively by holder and is fixed on the first built-in fitting (1), in the end face that described first built-in fitting is embedded in described air defense basement and bottom surface;
Described antiknock wall comprises steel column (6) and steel plate (7), the upper/lower terminal of described steel column clamps respectively by holder and is fixed on the second built-in fitting (1 '), in the end face that described second built-in fitting (1 ') is embedded in described air defense basement and bottom surface, (6) have been evenly arranged some screwed holes from bottom to top to described steel column, and some steel plates (7) are fixed on the upper also height of formation of steel column (6) and are not less than the blast wall of 1.8 meters by screw (71).
2. a kind of Civil building basement according to claim 1 just before a battle converting system, is characterized in that, described steel plate (7) thickness is 10 millimeters, and arranges stiffening rib according to its span size.
3. a kind of Civil building basement according to claim 1 and 2 just before a battle converting system, is characterized in that, described vertical partition wall is highly consistent with the height of air defense basement Light trabs (5).
4. a kind of Civil building basement according to claim 3 just before a battle converting system, is characterized in that, described Light trabs (5) is GRC plate, one in gas concrete calcium plate, large-scale light cellular partition board.
5. a kind of Civil building basement according to claim 3 just before a battle converting system, is characterized in that, is pre-embedded with the sheath member (51) at door, window, equipment hole in described Light trabs (5).
6. a kind of Civil building basement according to claim 1 just before a battle converting system, it is characterized in that, described first built-in fitting (1) is made up of band steel (11) and screwed pipe (12), and screwed pipe (12) is evenly arranged along band steel length direction; Described second built-in fitting (1 ') is made up of square steel plate and screwed pipe, and wherein screwed pipe is evenly arranged along square steel surrounding.
7. a kind of Civil building basement according to claim 6 just before a battle converting system, is characterized in that, has the wing ring strengthening wedge action in described screwed pipe arranged outside.
8. a kind of Civil building basement according to claim 1 just before a battle converting system, is characterized in that, described holder is angle steel (3), and on angle steel, be provided with some slotted eyes (31).
9. the construction process of any one Civil building basement just before a battle converting system in claim 1 to 8: be first embedded with the first built-in fitting (1) and the second built-in fitting (1 ') in the end face and bottom surface of described air defense basement, it is characterized in that, when building:
The erection sequence in function room is: the holder (3) first installing side, secondly the upper/lower terminal of Light trabs (5) is fitted in upper and lower holder place, finally uses a holder fixedly to realize gripping of Light trabs at opposite side;
The erection sequence of antiknock wall is: first use holder to be fixed on the second built-in fitting the upper/lower terminal of steel column (6) and form column, finally uses screw to be fixed between steel column steel plate (7) and forms blast wall.
10. a kind of construction process according to claim 9, is characterized in that, reinforcement of weld is carried out in the junction between described holder and first, second built-in fitting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510423220.XA CN104989149B (en) | 2015-07-17 | 2015-07-17 | A kind of Civil building basement just before a battle converting system and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510423220.XA CN104989149B (en) | 2015-07-17 | 2015-07-17 | A kind of Civil building basement just before a battle converting system and construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104989149A true CN104989149A (en) | 2015-10-21 |
| CN104989149B CN104989149B (en) | 2017-03-29 |
Family
ID=54301030
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510423220.XA Active CN104989149B (en) | 2015-07-17 | 2015-07-17 | A kind of Civil building basement just before a battle converting system and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104989149B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105239798A (en) * | 2015-11-16 | 2016-01-13 | 孙伟 | Fast conversion dry latrine for civil defense and underground emergency relief engineering and construction method thereof |
| CN107227794A (en) * | 2017-07-24 | 2017-10-03 | 武汉市人防建筑设计研究院 | A kind of air-raid shelter |
| CN107558785A (en) * | 2017-08-22 | 2018-01-09 | 中国海洋石油总公司 | A kind of tubular type laser welding sandwich plate blast wall |
| CN110241954A (en) * | 2019-06-19 | 2019-09-17 | 江苏华特建筑装饰股份有限公司 | Assembled architecture inner partition plate mounting assembly |
Citations (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3655607B2 (en) * | 2002-10-29 | 2005-06-02 | 株式会社竹中工務店 | Fireproof boards, firewalls, firepillars, and fireproof covering structures for beams |
| CN2873911Y (en) * | 2006-03-13 | 2007-02-28 | 陈国举 | Non-bearing light steel keel partition wall |
| CN201605688U (en) * | 2010-03-11 | 2010-10-13 | 杨达海 | Novel double-layer partition wall structure |
| KR20110045229A (en) * | 2009-10-26 | 2011-05-04 | 유광선 | Partition |
| US20120005971A1 (en) * | 2010-07-12 | 2012-01-12 | Richard Palmeri | Modular building system |
| CN103015572A (en) * | 2013-01-06 | 2013-04-03 | 河南天丰节能板材科技股份有限公司 | Connecting method for wall body and floor slab and special connecting structure as well as quick-assembled house |
| CN103174240A (en) * | 2013-04-07 | 2013-06-26 | 国家电网公司 | Combined type fireproof explosion prevention partition |
| CA2803439A1 (en) * | 2012-02-10 | 2013-08-10 | Specified Technologies Inc. | Insulating gasket construction for head-of-wall joints |
| CN103276749A (en) * | 2013-05-29 | 2013-09-04 | 中国人民解放军总参谋部工程兵第四设计研究院 | Urban rail traffic engineering civil air defense system |
| CN103437460A (en) * | 2013-07-10 | 2013-12-11 | 西南科技大学 | Concrete explosion-proof wall with embedded steel framework |
| CN203499056U (en) * | 2013-09-03 | 2014-03-26 | 德才装饰股份有限公司 | Novel indoor light partition |
| CN203977626U (en) * | 2014-06-25 | 2014-12-03 | 邓军辉 | The load bearing wall of light section steel structure assembled-type house |
| CN204040583U (en) * | 2014-08-21 | 2014-12-24 | 江苏东泽环保科技有限公司 | A kind of blast resistant construction |
| CN204475586U (en) * | 2015-02-09 | 2015-07-15 | 潍坊金艺钢结构工程技术咨询有限公司 | A kind of enclosure wall |
| CN204782178U (en) * | 2015-07-17 | 2015-11-18 | 张道庆 | System is just before a battle changed to people's air defence basement |
-
2015
- 2015-07-17 CN CN201510423220.XA patent/CN104989149B/en active Active
Patent Citations (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3655607B2 (en) * | 2002-10-29 | 2005-06-02 | 株式会社竹中工務店 | Fireproof boards, firewalls, firepillars, and fireproof covering structures for beams |
| CN2873911Y (en) * | 2006-03-13 | 2007-02-28 | 陈国举 | Non-bearing light steel keel partition wall |
| KR20110045229A (en) * | 2009-10-26 | 2011-05-04 | 유광선 | Partition |
| CN201605688U (en) * | 2010-03-11 | 2010-10-13 | 杨达海 | Novel double-layer partition wall structure |
| US20120005971A1 (en) * | 2010-07-12 | 2012-01-12 | Richard Palmeri | Modular building system |
| CA2803439A1 (en) * | 2012-02-10 | 2013-08-10 | Specified Technologies Inc. | Insulating gasket construction for head-of-wall joints |
| CN103015572A (en) * | 2013-01-06 | 2013-04-03 | 河南天丰节能板材科技股份有限公司 | Connecting method for wall body and floor slab and special connecting structure as well as quick-assembled house |
| CN103174240A (en) * | 2013-04-07 | 2013-06-26 | 国家电网公司 | Combined type fireproof explosion prevention partition |
| CN103276749A (en) * | 2013-05-29 | 2013-09-04 | 中国人民解放军总参谋部工程兵第四设计研究院 | Urban rail traffic engineering civil air defense system |
| CN103437460A (en) * | 2013-07-10 | 2013-12-11 | 西南科技大学 | Concrete explosion-proof wall with embedded steel framework |
| CN203499056U (en) * | 2013-09-03 | 2014-03-26 | 德才装饰股份有限公司 | Novel indoor light partition |
| CN203977626U (en) * | 2014-06-25 | 2014-12-03 | 邓军辉 | The load bearing wall of light section steel structure assembled-type house |
| CN204040583U (en) * | 2014-08-21 | 2014-12-24 | 江苏东泽环保科技有限公司 | A kind of blast resistant construction |
| CN204475586U (en) * | 2015-02-09 | 2015-07-15 | 潍坊金艺钢结构工程技术咨询有限公司 | A kind of enclosure wall |
| CN204782178U (en) * | 2015-07-17 | 2015-11-18 | 张道庆 | System is just before a battle changed to people's air defence basement |
Non-Patent Citations (1)
| Title |
|---|
| 伍爱友等: "《防火与防爆工程》", 31 January 2014, 国防工业出版社 * |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105239798A (en) * | 2015-11-16 | 2016-01-13 | 孙伟 | Fast conversion dry latrine for civil defense and underground emergency relief engineering and construction method thereof |
| CN105239798B (en) * | 2015-11-16 | 2018-01-16 | 孙伟 | A kind of people's air defense and underground emergency disaster relief engineering rapid translating do lavatory and construction method |
| CN107227794A (en) * | 2017-07-24 | 2017-10-03 | 武汉市人防建筑设计研究院 | A kind of air-raid shelter |
| CN107558785A (en) * | 2017-08-22 | 2018-01-09 | 中国海洋石油总公司 | A kind of tubular type laser welding sandwich plate blast wall |
| CN110241954A (en) * | 2019-06-19 | 2019-09-17 | 江苏华特建筑装饰股份有限公司 | Assembled architecture inner partition plate mounting assembly |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104989149B (en) | 2017-03-29 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109162296B (en) | Single-side formwork supporting system and construction method for pouring outer wall by utilizing same | |
| CN106801517B (en) | External reinforcing and reinforcing method for school shed with prefabricated porous plate brick mixed structure | |
| CN110409811B (en) | Non-dismantling forming column template containing reinforcement cage, template structure and building process | |
| CN104405062A (en) | Integrated column-equipped heat preservation wallboard, production and building techniques and matched equipment | |
| CN104989149A (en) | Civil building basement combat-ready conversion system and building method of system | |
| CN110409813A (en) | Exempt to split into type beam forms, formwork structure and construction process containing steel reinforcement cage | |
| CN102644382A (en) | Mounting technology of large-module wall | |
| CN103590486A (en) | Anti-seismic energy saving three-dimensional mortise and tenon joint net fixing one-piece cast building structure and construction method | |
| CN108286341B (en) | Anti-cracking steel mesh template structure at joint of different substrate materials and construction method using same | |
| CN210713388U (en) | Efficient and rapid integrated forming energy-saving wall | |
| CN114482135A (en) | Advanced water stop structure of basement exterior wall post-cast strip and construction method | |
| CN204782178U (en) | System is just before a battle changed to people's air defence basement | |
| CN209799355U (en) | Basement single-side formwork system | |
| CN101469559B (en) | Composite heat insulating walling and mounting method thereof | |
| WO2024055623A1 (en) | Formwork-free and decoration-free cast-in-place structure and construction method therefor | |
| CN210597794U (en) | Connecting device of prefabricated plate | |
| CN101538911A (en) | A construction system for improvement on buildings | |
| CN204001289U (en) | There is the light steel keel partition that carries the arm of encorbelmenting | |
| CN209837882U (en) | Can have enough to meet need temporary enclosure | |
| CN207277898U (en) | A kind of antitheft sound-insulation and heat-insulation heat insulation anti-shock building of assembling type steel structure | |
| CN208056319U (en) | The connection structure of non-corner brace steel post and outer enclosure wall in portal-rigid frames light house | |
| CN110593461A (en) | Efficient and rapid integrated forming energy-saving wall | |
| CN210659245U (en) | Non-dismantling forming column template containing reinforcement cage and template structure | |
| CN210659251U (en) | Non-dismantling formed beam template containing reinforcement cage and template structure | |
| CN215291504U (en) | Underground chamber roof post-cast strip seals structure in advance |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |