CN1277298A - Hollow reinforced concrete module and its construction process - Google Patents
Hollow reinforced concrete module and its construction process Download PDFInfo
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- CN1277298A CN1277298A CN 00112968 CN00112968A CN1277298A CN 1277298 A CN1277298 A CN 1277298A CN 00112968 CN00112968 CN 00112968 CN 00112968 A CN00112968 A CN 00112968A CN 1277298 A CN1277298 A CN 1277298A
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Abstract
The hollow reinforced concrete module is one hollow part with longitudinal bars and hoop or shaping bars. When used in construction, the modules are assembled in construction site or building node. The hollow part is inserted with vertical bars and filled with mortar or concrete so that the modules are bonded to form bearing component, or the hollow modules are made to case a column bar before filled with concrete so that the modules can constitute a part of bearing component. The hollow module may be used widely to shorten construction period.
Description
The technology that the present invention relates to building unit and adopt this building unit to construct.
Module of the prior art, it is fast to be actually the hollow block of body of wall, no reinforcing rib, section is little, and intensity is low, is confined to build usefulness by laying bricks or stones as non-lbearing wall material, as the frame construction infilled wall, can not use as vertical supporting member, particularly pilaster.
At present in the construction of building, the cast in place process of job site is all adopted in the making of pilaster system, its technology is: reinforcement fabrication--aerial colligation--built closes mould--casting concrete--maintenance--is torn the frame form removal open--molding component.Wherein each operation is indispensable, therefore has defectives such as long in time limit, that building costs is high, the quality control difficulty is big, and potential safety hazard is many.
One of purpose of the present invention provides a kind of by using the cast in place process that can greatly simplify the job site, the concrete hollow module that reduces building costs; Two of purpose of the present invention is to adopt the construction technology of described concrete hollow module.
One of purpose of the present invention is to realize that by such technical scheme promptly a kind of concrete hollow module is characterized in that: module is the steel bar concrete ducted body with longitudinal reinforcement, stirrup or type hoop.
Two of purpose of the present invention is to realize that by such technical scheme a kind of construction technology that adopts the concrete hollow module is characterized in that: the concrete hollow module is organized block at the construction field (site), or assemble with building node; When the module group was built, the seam between the module grouted or is bonding, and partly or entirely the hollow position of module is vertically worn muscle, fill mortar or concrete after module be supporting member itself; Carrying out building node when assembling, the hollow position of module vertically is enclosed within on the post master muscle, level is provided with stirrup or type hoop by certain distance, and concrete is filled out in middle vacancy, makes module become the part of supporting member.
Said structure of the present invention is further specified by the embodiment that accompanying drawing provides.
The present invention has following accompanying drawing:
Accompanying drawing 1 is a structural representation of the present invention;
Accompanying drawing 2 is the construct schematic diagram of state embodiment 1 of the present invention;
Accompanying drawing 3 is the construct schematic diagram of state embodiment 2 of the present invention;
Accompanying drawing 4 is the construct schematic diagram of state embodiment 3 of the present invention.
Referring to accompanying drawing 1: the concrete hollow module among the figure is the steel bar concrete ducted body C with longitudinal reinforcement A, stirrup or type hoop B.Wherein module can be single hole or porous steel bar concrete ducted body.
When the present invention was used to construct, the mode of can the employing group building promptly directly grouted the hollow body module or bonding and constitute as shown in Figure 2 body of wall at the scene; Or after module organized block, in part or all of ducted body, fill out core E behind the reinforcement H1 again and become concrete and constitute as shown in Figure 3 bearing wall; Or vertical group builds, and carries out the post that High Strength Concrete is filled out to be become after the core E placing as shown in Figure 4 after the post master muscle H2 that the heavy die block lifting is enclosed within building node goes up, and can carry out the cast-in-place of crossbeam D on its basis.
The present invention can obtain following significant good effect owing to described structure:
1. the intensity height uses extensive, flexible;
2. can be used as a kind of novel bearing wall material usefulness, the insulation, heat insulation, soundproof effect good, make Valency is low;
3. be the batch production pre-manufactured product owing to module, therefore can be with making, colligation, the face of on-the-spot reinforcing bar The work of tearing open of taking of plate, frame material is saved, and has greatly shortened effective duration of engineering project;
4. be convenient to large-scale making, batch production production, quality can be effectively guaranteed.
Claims (3)
1. concrete hollow module, it is characterized in that: module is the steel bar concrete ducted body C with longitudinal reinforcement A, stirrup or type hoop B.
2. concrete hollow module according to claim 1 is characterized in that: module can be single hole or porous steel bar concrete ducted body.
3. construction technology that adopts the concrete hollow module, it is characterized in that: C organizes block at the construction field (site) with the concrete hollow module, or assembles with building node; When the module group was built, the seam between the module grouted or is bonding, and partly or entirely the hollow position of module is vertically worn muscle, fill mortar or concrete after module be supporting member itself; Carrying out building node when assembling, the hollow position of module vertically is enclosed within on the post master muscle, level is provided with stirrup or type hoop by certain distance, and concrete is filled out in middle vacancy, makes module become the part of supporting member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00112968 CN1277298A (en) | 2000-05-24 | 2000-05-24 | Hollow reinforced concrete module and its construction process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00112968 CN1277298A (en) | 2000-05-24 | 2000-05-24 | Hollow reinforced concrete module and its construction process |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1277298A true CN1277298A (en) | 2000-12-20 |
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ID=4582788
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 00112968 Pending CN1277298A (en) | 2000-05-24 | 2000-05-24 | Hollow reinforced concrete module and its construction process |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1277298A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102116061A (en) * | 2009-12-30 | 2011-07-06 | 中铁建工集团有限公司 | Masonry construction method for filling wall core pillar, core girder and building blocks into framework structure |
| CN102242551A (en) * | 2010-05-12 | 2011-11-16 | 赵世峰 | Reinforced masonry reinforced concrete structure and shock insulation and shock absorption system |
| CN101568693B (en) * | 2007-12-12 | 2012-09-26 | 金圭禧 | Building block, building structure and the method of bricking wall using the same |
| CN102691363A (en) * | 2011-03-25 | 2012-09-26 | 洛阳原生建筑工程技术有限公司 | Foam concrete composite heat preservation wall body with concrete blocks and construction method thereof |
| CN103362209A (en) * | 2012-04-10 | 2013-10-23 | 张赋华 | Modular solar building and construction method thereof |
| CN103572890A (en) * | 2012-08-08 | 2014-02-12 | 初明进 | Hollow prefabricated concrete component |
| CN109356318A (en) * | 2018-12-01 | 2019-02-19 | 林玉平 | A kind of stable type building block and preparation method thereof |
-
2000
- 2000-05-24 CN CN 00112968 patent/CN1277298A/en active Pending
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101568693B (en) * | 2007-12-12 | 2012-09-26 | 金圭禧 | Building block, building structure and the method of bricking wall using the same |
| CN102116061A (en) * | 2009-12-30 | 2011-07-06 | 中铁建工集团有限公司 | Masonry construction method for filling wall core pillar, core girder and building blocks into framework structure |
| CN102116061B (en) * | 2009-12-30 | 2013-03-06 | 中铁建工集团有限公司 | Masonry construction method for filling wall core pillar, core girder and building blocks into framework structure |
| CN102242551A (en) * | 2010-05-12 | 2011-11-16 | 赵世峰 | Reinforced masonry reinforced concrete structure and shock insulation and shock absorption system |
| CN102691363A (en) * | 2011-03-25 | 2012-09-26 | 洛阳原生建筑工程技术有限公司 | Foam concrete composite heat preservation wall body with concrete blocks and construction method thereof |
| CN103362209A (en) * | 2012-04-10 | 2013-10-23 | 张赋华 | Modular solar building and construction method thereof |
| CN103572890A (en) * | 2012-08-08 | 2014-02-12 | 初明进 | Hollow prefabricated concrete component |
| CN109356318A (en) * | 2018-12-01 | 2019-02-19 | 林玉平 | A kind of stable type building block and preparation method thereof |
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