CN201292580Y - Building module for energy-conserving anti-seismic structure for replacing cast-in-situ template - Google Patents
Building module for energy-conserving anti-seismic structure for replacing cast-in-situ template Download PDFInfo
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- CN201292580Y CN201292580Y CNU2008201322888U CN200820132288U CN201292580Y CN 201292580 Y CN201292580 Y CN 201292580Y CN U2008201322888 U CNU2008201322888 U CN U2008201322888U CN 200820132288 U CN200820132288 U CN 200820132288U CN 201292580 Y CN201292580 Y CN 201292580Y
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Abstract
The utility model discloses a building module replacing an on-site casting template for an energy-saving and earthquake-resistant building, which comprises reinforcing steel bars, steel plates, steel wires and foaming high polymer. The energy-saving and earthquake-resistant module is provided with high polymer layers with double-layer heat insulation. A plurality of support nets and connection plates are arranged between two adjacent high polymer layers of the building module. The connection plates have the function of simplifying indoor and outdoor decoration. Reinforcing steel bars can be horizontally or longitudinally braided into the building module as required to enable the building to form an entire structure of a reinforcing steel bar net shape, thus, the building can resist the longitudinal pulling force and the transverse displacement generated by an earthquake and has better anti-disaster functions on earthquakes, hurricanes, floods, and the like than the buildings of other structures. By adopting the building module, the module supporting process is simple and easy, no professional person is required, and the construction quality can be easily guaranteed. The building module does not need to be detached, and has low construction difficulty, rapid construction speed, no template consumption, material saving and environmental protection.
Description
Technical field
The utility model discloses a kind of energy-conservation earthquake proof construction that is used for, and replaces the building block of cast-in-place template.By the foaming high polymer, connect net, functional sheet and reinforcing bar four parts are formed.Particularly provide energy-conservation, the anti-vibration house of a kind of construction; Exempt formwork, unload die process; Double-layer heat insulation and cement are built once and are finished; Reduce difficulty of construction, accelerate the constructional materials of speed of application.
Background technology
1. the anti-seismic performance of building structure
1.1. brick structure housing.Present existing brick structure housing moves up and down the longitudinal pulling force and the pressure of generation in the time of can not bearing earthquake.Longitudinal pulling force that produces during earthquake and horizontal movement are enough to make the layer of brick to separate with layer; Even so be not that very strong earthquake magnitude also can cause brick structure housing to be broken into the individual or littler of fragment of brick.None survival of all brick structure housings collapses all after 5.12 earthquakes of Hong Bai town, Shifang City.
1.2. wooden frame structure.Most of wooden frame structure is to set up a framework with batten, and insulation layer is put in the centre, the exterior wall plank, and interior wall covers with gypsum plank.Because mainly being the building each several part, the casualties that earthquake causes separates, fracture, and fragmentation causes.And wooden frame structure is the framework of an integral body, and shock resistance is better than the house of brick structure and precast plate structure.But the intensity of batten and reinforcing bar differ greatly.Require the anti-9 grades of earthquake intensitys of wooden frame structure to be difficult to reach.
1.3. precast plate structural building.The house cement of precast plate structure exposes, and reinforcing bar is directly put, and precast plate is a monolithic; Longitudinal pulling force during earthquake makes precast plate separate with body of wall; Moving horizontally to cause arranges position and deviation of gravity center to cause building collapse.The poor more broken situation of reinforcing bar deficiency, cement quality is serious more.Still see in the Wenchuan earthquake that a lot of people are injured by a crashing object by precast plate or the cement slurry that has been broken is buried.
1.4. framework house.Full Cast-in-situs type framework is most popular in the frame construction, is widely used in multi-rise building and antidetonation area.Supporting member beam, plate, post all at the scene assembling reinforcement, formwork, build, maintenance forms, its globality and shock resistance are all very good.But also have shortcoming: the field engineering amount is big, and template expends many, and the duration is grown (1).In addition, former building does not add insulation layer and can pass through to check and accept, all can not be by checking and accepting but do not add the design of insulation layer from now on and build.And it is big to add the insulation layer difficulty of construction behind the casting complete again.
2. the heat insulation and environmental protection of building:
The method that present China is used for exterior-wall heat insulation is following several:
2.1. be coated with one deck insulation layer.This method is taken a lot of work, can not be too thick, and heat insulation effect is bad.
2.2. sticking one deck warming plate.The adhesion intensity of this method warming plate and cement is difficult for guaranteeing follow-up constructional difficulties.
2.3. folder one deck high polymer warming plate is made precast plate between two-layer cement layer.Its shortcoming is: precast plate is that individual layer is heat insulation, and its heat-insulating property is not as inside and outside bilayer; Precast plate strengthens cost of transportation together with transport of cement; Its whole anti-seismic performance of the building of precast plate structure is not as complete cast-in-place mechanism.
The utility model content
The purpose of this utility model is to overcome the defective of existing building construction material, and providing a kind of can antidetonation combat a natural disaster, the building materials of energy-conserving and environment-protective.
To achieve these goals, the technical solution adopted in the utility model is:
1. need following four kinds of raw material: high polymer material connects net, functional sheet and reinforcing bar.Make a mould, this mould is essential high temperature resistant.
2. make a mould, this mold cavity inside dimension and shape and required product coincide, and each dot spacing equates, guarantees that two plates are parallel.
3. make the connection net with steel wire, the crosspoint is vertical mutually, and each crosspoint must spot welding.Do functional sheet with steel disc, functional sheet be connected net welding back and embed the high polymer layer and make it to hold together.
4. high polymer material inside can embed reinforcing bar, adopts two kinds of methods; Reinforcing bar be connected net welding or directly embed the high polymer layer, four things are connected as a single entity.
5. when making mould one end is designed groove, simultaneously the other end is designed projection; The size of this groove and projection needs to coincide mutually, leaves 2 millimeters surpluses, makes groove and the boss can be normally chimeric.
6. when making mould it is designed to square, rectangle, arc, an angle of 90 degrees and 135 degree angles.
7. make a mould, the height of this mould is designed to enroll the size that rebar spacing equates with this energy-conservation earthquake proof construction by horizontal direction.That is to say that the size of mold height equals the size of horizontal reinforcement spacing.
Description of drawings
Fig. 1 is the structural representation of the energy-conservation earthquake proof construction module of the utility model;
Fig. 2 is the plan structure schematic diagram of the energy-conservation earthquake proof construction module of the utility model;
Fig. 3 is the side-looking structural representation of the energy-conservation earthquake proof construction module of the utility model;
Fig. 4 is the plan structure schematic diagram of the energy-conservation earthquake proof construction module of the utility model when installing;
Fig. 5 is the side-looking structural representation of the energy-conservation earthquake proof construction module of the utility model when installing.
The specific embodiment
1. the described energy-conservation earthquake proof construction module of the utility model embodiment, as shown in Figure 1, comprise two high polymer foamed materials 1, wherein, be provided with some steel wire supporting networks 2 between the two-layer high polymer foamed material 1, and the both sides up and down of the high polymer foamed material 1 of this energy-conservation earthquake proof construction module are respectively arranged with groove 3 and projection 4.
2. as Fig. 2, shown in Figure 3, to inlay in this high polymer foamed material 1 and be provided with metal connecting sheet 5, this metal connecting sheet 5 is fixedlyed connected with steel wire supporting network 2.
3. as Fig. 4, shown in Figure 5, this energy-conservation earthquake proof construction module can be tabular or arc is tabular, the two-layer groove 3 that passes through is fixedlyed connected with projection 4 when mounted, and staggered the installation, be provided with reinforcing bar 7 in the energy-conservation earthquake proof construction module of this arc, can effectively reduce the impact of hurricane, flood, mud-rock flow for the room body.
4. the house built of this energy-conservation earthquake proof construction module, per 2 foot one circle horizontal reinforcement, longitudinal reinforcement of every 1-3 foot forms the netted mechanism of cage of reinforcement.Select for use high polymer foamed material 1 as housing.Put up building envelope by designed shape.Joints cement in shell at last.Because have reinforcing bar building to be coupled to an integral body, so under situation about moving up and down, can not separate in level and vertical direction.The high polymer foam cover except that heat-blocking action, has also wrapped in cement the inside, even there is fragmentation also can not hurt sb.'s feelings.
5. this energy-conservation earthquake proof construction module can replace template, so can reduce construction sequence, saves consumptive material, the reduction of erection time.Design of the present utility model has considered to combat a natural disaster function, and the design at angle has multiple choices, is better than like product.Use the house that this product builds can antidetonation, anti-hurricane, flood fighting water, anti-mud-rock flow.Adapt to the existing market demand, can be widely used in school, hospital and industrial civil building.
The above is preferred embodiment of the present utility model only, is not to limit to the utility model with this.Therefore, all and the utility model structure, device, feature etc. are approximate, identical, promptly allly replace and modify etc. according to the utility model patent claim being equal to of doing, and all should still belong within the scope of patent application protection of the present utility model.
Claims (7)
1. one kind is used for the building block that energy-conservation earthquake proof construction replaces cast-in-place template, it is characterized in that: be embedded with the connection net between the two-layer high polymer material of this energy-conservation earthquake proof construction module, functional sheet and reinforcing bar, this module is made square, rectangle, arc, an angle of 90 degrees and 135 degree angles.
2. according to claim 1ly be used for the building block that energy-conservation earthquake proof construction replaces cast-in-place template, it is characterized in that: as template, by connecting net, functional sheet is connected as a single entity it to this building block with two high polymer materials, two each dot spacings of high polymer material equate that two plates are parallel.
3. according to claim 1ly be used for the building block that energy-conservation earthquake proof construction replaces cast-in-place template, it is characterized in that: connect net, functional sheet welding back embeds the high polymer layer, and three things are connected as a single entity.
4. energy-conservation earthquake proof construction module as claimed in claim 1 is characterized in that: be embedded with reinforcing bar between the two-layer high polymer material, this reinforcing bar can be connected net welding and also can directly embed the high polymer layer, four things are connected as a single entity.
5. according to claim 1ly be used for the building block that energy-conservation earthquake proof construction replaces cast-in-place template, it is characterized in that: corresponding each limit is respectively arranged with chimeric groove and projection mutually on this high polymer material.
6. according to claim 1ly be used for the building block that energy-conservation earthquake proof construction replaces cast-in-place template, it is characterized in that: this energy-conservation earthquake proof construction module is made square, rectangle, arc, an angle of 90 degrees and 135 degree angles.
7. according to claim 1ly be used for the building block that energy-conservation earthquake proof construction replaces cast-in-place template, it is characterized in that: this energy-conservation earthquake proof construction module is enrolled the required of reinforcing bar density and is made corresponding height by level.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201322888U CN201292580Y (en) | 2008-08-20 | 2008-08-20 | Building module for energy-conserving anti-seismic structure for replacing cast-in-situ template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201322888U CN201292580Y (en) | 2008-08-20 | 2008-08-20 | Building module for energy-conserving anti-seismic structure for replacing cast-in-situ template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201292580Y true CN201292580Y (en) | 2009-08-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008201322888U Expired - Fee Related CN201292580Y (en) | 2008-08-20 | 2008-08-20 | Building module for energy-conserving anti-seismic structure for replacing cast-in-situ template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201292580Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102011440B (en) * | 2010-01-08 | 2012-01-04 | 马义和 | A thermal insulation building element integrating moldboard, interior wall and outer wall |
| CN106639070A (en) * | 2017-02-16 | 2017-05-10 | 青岛实大传伟节能科技有限公司 | Assembly-type double template inner connection set for cast-in-situ wall body |
-
2008
- 2008-08-20 CN CNU2008201322888U patent/CN201292580Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102011440B (en) * | 2010-01-08 | 2012-01-04 | 马义和 | A thermal insulation building element integrating moldboard, interior wall and outer wall |
| CN106639070A (en) * | 2017-02-16 | 2017-05-10 | 青岛实大传伟节能科技有限公司 | Assembly-type double template inner connection set for cast-in-situ wall body |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice |
Addressee: Zhang Fude Document name: Notification to Pay the Fees |
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| DD01 | Delivery of document by public notice |
Addressee: Zhang Fude Document name: Notification to Pay the Fees |
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| DD01 | Delivery of document by public notice |
Addressee: Zhang Fude Document name: Notification to Pay the Fees |
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| DD01 | Delivery of document by public notice |
Addressee: Zhang Fude Document name: Notification of Termination of Patent Right |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090819 Termination date: 20140820 |
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| EXPY | Termination of patent right or utility model |