CN106958348A - A kind of prefabricated post bean column node is constructed using plastic formwork - Google Patents
A kind of prefabricated post bean column node is constructed using plastic formwork Download PDFInfo
- Publication number
- CN106958348A CN106958348A CN201710243301.0A CN201710243301A CN106958348A CN 106958348 A CN106958348 A CN 106958348A CN 201710243301 A CN201710243301 A CN 201710243301A CN 106958348 A CN106958348 A CN 106958348A
- Authority
- CN
- China
- Prior art keywords
- prefabricated post
- prefabricated
- column node
- bean column
- post
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Constructed the invention discloses a kind of prefabricated post bean column node using plastic formwork, include prefabricated post and precast beam, prefabricated post is vertically arranged with the prefabricated post reinforcing bar stretched out, and precast beam includes prefabricated beam arm and prefabricated bean column node；The styletable of prefabricated post is preset with split bolt hole, four corners of prefabricated post are respectively arranged with the external angle template being fixedly connected by lock pin with prefabricated post, the top of two adjacent outer corner templates is erected with bean column node situation template, transfer block is respectively arranged with one end of the bean column node situation template of prefabricated post both sides, plank sheathing is equipped with transfer block, plastic formwork is assemblied with prefabricated post, steel column hoop is arranged in prefabricated post by the mutual cooperation of split bolt and split bolt hole.The prefabricated post bean column node of the present invention is constructed using plastic formwork, and it is smaller to solve at bean column node template overlap joint plate face well, overlap it is improper easily causes the problems such as mould that rises, dew are starched, accelerate construction speed, improve economic benefit.
Description
Technical field
The present invention relates to technical field of building construction, more particularly to a kind of prefabricated post bean column node uses plastic formwork structure
Make.
Background technology
In recent years, prefabrication is prefabricated assembled with the continuous progress and development of new building technology and material
Building is widely applied.Country advocates prefabrication energetically at this stage, compared with traditional construction technology, in advance
Assembled architecture processed has that speed of application is fast, the construction period is short, production efficiency is high, good product quality, production cost are low in itself
Feature.In the country that many building industrializations are flourishing, prefabrication experienced long-term experiment and application, modernization
Prefabrication product can high speed integrated building various functions, and building form and component it is very smart
Cause.In prefabricated assembled concrete frame construction, the correctness that template is set up at bean column node directly influences concrete
Forming Quality after pouring.The most frequently used mode is to carry out setting up at bean column node using common plank sheathing, this mode
Advantage is can to facilitate blanking according to bean column node size, be disadvantageous in that due at bean column node template overlap joint plate face compared with
Small, overlap joint is improper to easily cause the problems such as mould that rises, dew are starched, the impression quality having influence on after concreting.
The content of the invention
For defect present in prior art or deficiency, the present invention innovatively proposes a kind of prefabricated post bean column node
Constructed using plastic formwork, it is smaller to solve at bean column node template overlap joint plate face well, overlap it is improper easily cause the mould that rises,
The problems such as dew slurry, construction speed is accelerated, economic benefit is improved.
The technical proposal of the invention is realized in this way：
A kind of prefabricated post bean column node is constructed using plastic formwork, includes prefabricated post and precast beam, and the prefabricated post is indulged
The prefabricated post reinforcing bar stretched out to being provided with, the precast beam includes prefabricated beam arm and prefabricated bean column node, described prefabricated
The upper and lower ends of bean column node are provided with prefabricated post reinforcing bar hole, and the prefabricated post reinforcing bar hole is used to install pre- in prefabricated post
Post reinforcing bar processed, the end of the prefabricated beam arm is provided with precast beam muscle, the precast beam of the precast beam muscle and contiguous prefabricated beam arm
Muscle is fixedly connected；The styletable of the prefabricated post is preset with split bolt hole, and four corners of the prefabricated post are respectively arranged with
The external angle template being fixedly connected by lock pin with prefabricated post, the top of described two adjacent outer corner templates is erected with bean column node position
Template is put, the both sides of prefabricated post are fixedly arranged on respectively, is set respectively in one end of the bean column node situation template of the prefabricated post both sides
It is equipped with transfer block, the transfer block and is equipped with plank sheathing, plastic formwork is assemblied with the prefabricated post, passes through described pair of drawing spiral shell
Steel column hoop is arranged in prefabricated post by the mutual cooperation of bolt and split bolt hole.
It is preferred that, the precast beam muscle of the prefabricated beam arm is connected by the precast beam muscle of mechanical sleeves and contiguous prefabricated beam arm
Connect, and precast beam muscle is fixed by high-strength concrete.
It is preferred that, the quantity of the prefabricated post reinforcing bar hole is adapted with the quantity of prefabricated post reinforcing bar.
It is preferred that, the quantity of the split bolt hole is set to three.
Compared with prior art, the beneficial effects of the present invention are：
Constructed, solved well at bean column node using plastic formwork the invention discloses a kind of prefabricated post bean column node
Template overlap joint plate face is smaller, and overlap joint is improper to easily cause the problems such as mould that rises, dew are starched, and accelerates construction speed, improves economic effect
Benefit；Meanwhile, it can save circulation material, reduce assembling recruitment, lifting construction speed and presentation quality is good, for response country number
Call together, promote energy-conservation green material, with obvious society and environmental benefit.
Brief description of the drawings
Fig. 1 is the structural representation of prefabricated post of the present invention；
Fig. 2 is the assembled schematic diagram of plastic formwork of the present invention；
Fig. 3 is that plastic formwork of the present invention reinforces schematic diagram；
Fig. 4 is the attachment structure schematic diagram of prefabricated beam arm of the invention and prefabricated bean column node；
Reference：1st, prefabricated post；2nd, precast beam；3rd, prefabricated post reinforcing bar；4th, prefabricated beam arm；5th, prefabricated bean column node； 6、
Prefabricated post reinforcing bar hole；7th, precast beam muscle；8th, mechanical sleeves；9th, split bolt hole；10th, lock pin；11st, external angle template；12nd, beam
Column border node situation template；13rd, transfer block；14th, plank sheathing；15th, plastic formwork；16th, steel column hoop.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than whole embodiments.It is based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under the premise of creative work is not made
Embodiment, belongs to the scope of protection of the invention.
As shown in Figure 1, constructed, included prefabricated using plastic formwork the invention provides a kind of prefabricated post bean column node
Post 1 and precast beam 2, the prefabricated post 1 are vertically arranged with the prefabricated post reinforcing bar 3 stretched out, and the precast beam 2 includes pre-
Beam arm 4 and prefabricated bean column node 5 processed, the upper and lower ends of the prefabricated bean column node 5 are provided with prefabricated post reinforcing bar hole 6, described
Prefabricated post reinforcing bar hole 6 is used to installing prefabricated post reinforcing bar 3 in prefabricated post 1, the quantity of the prefabricated post reinforcing bar hole 6 with it is prefabricated
The quantity of post reinforcing bar 3 is adapted；The end of the prefabricated beam arm 4 is provided with precast beam muscle 7, the precast beam muscle 7 with it is adjacent pre-
The precast beam muscle 7 of beam arm 4 processed is fixedly connected, and the precast beam muscle 7 of the prefabricated beam arm 4 passes through mechanical sleeves 8 and contiguous prefabricated beam
The precast beam muscle 7 of arm 4 is connected, and precast beam muscle 7 is fixed by high-strength concrete；The styletable of the prefabricated post 1 is preset
There is split bolt hole 9, the quantity of the split bolt hole 9 is set to three, and four corners of the prefabricated post 1 are set respectively
The external angle template 11 being fixedly connected by lock pin 10 with prefabricated post 1 is equipped with, the top of described two adjacent outer corner templates 11 is set up
There is bean column node situation template 12, the both sides of prefabricated post 1 are fixedly arranged on respectively, the bean column node position in the both sides of prefabricated post 1
One end of template 12, which is respectively arranged with transfer block 13, the transfer block 13, is equipped with plank sheathing 14, is spelled in the prefabricated post 1
Equipped with plastic formwork 15, steel column hoop 16 is arranged on prefabricated by the mutual cooperation of the split bolt and split bolt hole 9
On post 1.
Prefabricated post 1 is that batch production is prefabricated, and is linked up in advance with producer in the reserved 3 split bolt holes 9 in styletable position, is made
Steel column hoop 16 can be installed by split bolt hole 9 for later stage split bolt and reinforced.During construction, spelled in prefabricated post 1
Equipped with plastic formwork 15, the lighter weight of plastic formwork 15 itself, and closely splicing is constituted by the plate face of different moduluses, can be very
Good solution rise mould, dew slurry the problems such as.In assembled plastic formwork 15, bean column node situation template 12 assembled first, in beam column
Node location template 12 sets transfer block 13 close to the position at floor bottom, and plank sheathing 14 is laid in transfer block 13, plastics
After the completion of template 15 is installed, assembling reinforcement, using the mutual cooperation of reserved three split bolt holes 9 and split bolt, by steel
Tie 16 is reinforced, it is to avoid overlap joint, reinforce improper the problems such as easily cause the mould that rises, dew slurry；Prefabricated beam arm 4 is lifted, when
When 5 points of prefabricated post beam column section is moved to prefabricated post 3 surface of reinforcing bar, prefabricated beam arm 4 is moved down, passes through prefabricated post reinforcing bar 3 prefabricated
After prefabricated post reinforcing bar hole 6 on bean column node 5, both sides rigging out, using mechanical sleeves 8 by the precast beam of prefabricated beam arm 4
The scene of precast beam muscle 7 of muscle 7 and adjacent prefabricated beam arm 4 is fixed, the prefabricated beam arm 4 of both sides is connected as into an entirety, and lead to
High-strength concrete is crossed precast beam muscle 7 is fixed.
Upper described is only the preferred embodiment of invention, is not intended to limit the invention, all spirit in the present invention and
Within principle, any modifications, equivalent substitutions and improvements made etc. should be included within the scope of the present invention.
Claims (4)
1. a kind of prefabricated post bean column node is constructed using plastic formwork, include prefabricated post and precast beam, the prefabricated post longitudinal direction
It is provided with the prefabricated post reinforcing bar stretched out, it is characterised in that：The precast beam includes prefabricated beam arm and prefabricated bean column node,
The upper and lower ends of the prefabricated bean column node are provided with prefabricated post reinforcing bar hole, and the prefabricated post reinforcing bar hole is used to install prefabricated
Prefabricated post reinforcing bar on post, the end of the prefabricated beam arm is provided with precast beam muscle, the precast beam muscle and contiguous prefabricated beam arm
Precast beam muscle be fixedly connected；The styletable of the prefabricated post is preset with split bolt hole, four corners point of the prefabricated post
The external angle template that lock pin is fixedly connected with prefabricated post is not provided with, and the top of described two adjacent outer corner templates is erected with beam
Column border node situation template, is fixedly arranged on the both sides of prefabricated post respectively, the one of the bean column node situation template of the prefabricated post both sides
End, which is respectively arranged with transfer block, the transfer block, is equipped with plank sheathing, is assemblied with plastic formwork in the prefabricated post, passes through institute
Steel column hoop is arranged in prefabricated post by the mutual cooperation for stating split bolt and split bolt hole.
2. prefabricated post bean column node according to claim 1 is constructed using plastic formwork, it is characterised in that：The precast beam
The precast beam muscle of arm is connected by mechanical sleeves with the precast beam muscle of contiguous prefabricated beam arm, and by high-strength concrete to precast beam
Muscle is fixed.
3. prefabricated post bean column node according to claim 1 is constructed using plastic formwork, it is characterised in that：The prefabricated post
The quantity of reinforcing bar hole is adapted with the quantity of prefabricated post reinforcing bar.
4. prefabricated post bean column node according to claim 1 is constructed using plastic formwork, it is characterised in that：Described pair of drawing spiral shell
The quantity in keyhole hole is set to three.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710243301.0A CN106958348A (en) | 2017-04-14 | 2017-04-14 | A kind of prefabricated post bean column node is constructed using plastic formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710243301.0A CN106958348A (en) | 2017-04-14 | 2017-04-14 | A kind of prefabricated post bean column node is constructed using plastic formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106958348A true CN106958348A (en) | 2017-07-18 |
Family
ID=59484429
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710243301.0A Pending CN106958348A (en) | 2017-04-14 | 2017-04-14 | A kind of prefabricated post bean column node is constructed using plastic formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106958348A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0237874A2 (en) * | 1986-03-21 | 1987-09-23 | Maier, Josef | Panel-shuttering for columns |
| CN202441060U (en) * | 2012-03-22 | 2012-09-19 | 广东中城建设集团有限公司 | Construction structure of reinforced concrete frame beam columns |
| CN104975714A (en) * | 2015-07-08 | 2015-10-14 | 中国葛洲坝集团第六工程有限公司 | Factory building concrete floor reserved hidden bracket template device and construction method |
| CN106013434A (en) * | 2016-07-18 | 2016-10-12 | 江苏工程职业技术学院 | Prefabricated assembled structural intermediate beam column node fixing structure and installation method |
| CN205777491U (en) * | 2016-05-29 | 2016-12-07 | 青岛一建集团有限公司 | A kind of building body beam-column joint connecting structure |
| KR101683641B1 (en) * | 2016-04-28 | 2016-12-08 | 주식회사 엔알씨구조 | Prefabricated column structure with concrete form |
| CN206655472U (en) * | 2017-04-14 | 2017-11-21 | 青岛一建集团有限公司 | A kind of prefabricated post bean column node is constructed using plastic formwork |
-
2017
- 2017-04-14 CN CN201710243301.0A patent/CN106958348A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0237874A2 (en) * | 1986-03-21 | 1987-09-23 | Maier, Josef | Panel-shuttering for columns |
| CN202441060U (en) * | 2012-03-22 | 2012-09-19 | 广东中城建设集团有限公司 | Construction structure of reinforced concrete frame beam columns |
| CN104975714A (en) * | 2015-07-08 | 2015-10-14 | 中国葛洲坝集团第六工程有限公司 | Factory building concrete floor reserved hidden bracket template device and construction method |
| KR101683641B1 (en) * | 2016-04-28 | 2016-12-08 | 주식회사 엔알씨구조 | Prefabricated column structure with concrete form |
| CN205777491U (en) * | 2016-05-29 | 2016-12-07 | 青岛一建集团有限公司 | A kind of building body beam-column joint connecting structure |
| CN106013434A (en) * | 2016-07-18 | 2016-10-12 | 江苏工程职业技术学院 | Prefabricated assembled structural intermediate beam column node fixing structure and installation method |
| CN206655472U (en) * | 2017-04-14 | 2017-11-21 | 青岛一建集团有限公司 | A kind of prefabricated post bean column node is constructed using plastic formwork |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106193282B (en) | Assembling frame girder construction based on 3D printing | |
| CN105926804A (en) | Reinforcement method of 3D printed reinforced masonry shear wall | |
| CN103452350B (en) | Assembling electronic workshop and construction method thereof | |
| CN103470040A (en) | Splicing method of composite floor slab and beam | |
| CN108360678A (en) | A kind of assembled beam-column node tenon connection structure | |
| CN101597920A (en) | Assembled type building construction and method thereof | |
| CN205976072U (en) | Assembly type structure wall body and prefabricated concrete structure | |
| CN105839784B (en) | Assembled jacking type construction techniques | |
| CN114263275B (en) | Construction method for same-layer construction of high-rise assembled steel structure-core tube | |
| CN206570955U (en) | A kind of prefabricated post single hole provisions for grouting | |
| CN206655472U (en) | A kind of prefabricated post bean column node is constructed using plastic formwork | |
| CN112853983A (en) | Manufacturing and on-site assembling process of light segment prefabricated bridge pier | |
| CN208347063U (en) | The prefabricated double board wall units of one kind, shear-wall element and assembly concrete shear wall | |
| CN202401667U (en) | Prefabricated column with reserved embedded column porous channel and embedded column type full-assembly anti-seismic building | |
| CN107116676A (en) | Superelevation blower fan prestressed concrete tower tube construction method | |
| CN102213032A (en) | Construction method for connecting reinforcing bars of structural columns | |
| CN209227581U (en) | Assembly concrete prismoid shaped basis and column steel connection structure | |
| CN104797762B (en) | Building and construction method thereof | |
| CN216305369U (en) | Box template of pouring of preassembleing | |
| CN106958348A (en) | A kind of prefabricated post bean column node is constructed using plastic formwork | |
| CN207110035U (en) | Assembled steel tendon concrete frame structure based on steel plate connection joint | |
| CN206512923U (en) | Multilayer prefabricated post of the one-shot forming with bracket | |
| CN216552513U (en) | Fabricated batten wall constructional column prefabricated part based on straight tenon | |
| CN206233359U (en) | A kind of assembled architecture reinforced concrete member | |
| CN210552011U (en) | Take precast stair mould of concrete maintenance function |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |