CN205875691U - Join in marriage module system all based on recess formula quarter bend - Google Patents
Join in marriage module system all based on recess formula quarter bend Download PDFInfo
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- CN205875691U CN205875691U CN201620754565.3U CN201620754565U CN205875691U CN 205875691 U CN205875691 U CN 205875691U CN 201620754565 U CN201620754565 U CN 201620754565U CN 205875691 U CN205875691 U CN 205875691U
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- quarter bend
- groove type
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- type quarter
- flitch
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Abstract
The utility model discloses a join in marriage module system all based on recess formula quarter bend, including post mould mechanism, wall mould mechanism, beam mold mechanism and supporting mechanism, post mould mechanism includes recess formula quarter bend, panel, flitch, to drawing screw rod and main stupefied bone, the panel sets up around the cylinder respectively, panel group squarely frame, the vertical setting of recess formula quarter bend, and along the outside of horizontal direction even interval setting at the panel, the flitch sets up the four corners department at the square frame that the panel is constituteed, and the flitch parallels with recess formula quarter bend, main stupefied bone level sets up, and main stupefied bone along the outside of vertical direction even interval setting at flitch and recess formula quarter bend, be located on the same horizontal plane and the symmetry sets up between the stupefied bone of owner of cylinder both sides through to drawing the screw rod to link to each other. The utility model discloses a recess formula quarter bend has replaced the flitch, reduces the use of flitch, reduces the cutting down of forest trees, is favorable to the environmental protection, and the advantages such as the turnover number of times is many, return value height that recess formula quarter bend has.
Description
Technical field
This utility model relates to technical field of buildings, a kind of based on groove type quarter bend joins modular system.
Background technology
Along with the progress of science and technology, and construction experience accumulation, present stage building trade is applied newly in work progress
Material, new technology, integral construction level improves constantly.In building engineering center pillar, wall, beam-slab template work progress, all
Need to set up template frame, after template frame is constructed, carry out casting concrete, to complete the construction of post, wall, beam slab.Exist at present
During building template frame, needing to use substantial amounts of flitch, consumption of wood is big, adds the felling of forest-tree, is unfavorable for
Environmental conservation, and the intensity of flitch is not enough, easily produces damage, different size flitch is mixed may also result in plate differential settlement
The surface irregularity of the concrete that deformation causes, also can produce renewal expense in follow-up mending course.The sectional area of flitch is relatively
Greatly, from great, get on or off the bus at material, onsite moving, assembly are required for expending substantial amounts of labour force, slow down construction speed, separately
Outward, in use, flitch loss is relatively big, and flitch can only process with waste and old wood price after reaching the number of turnover, cost
Higher.
Utility model content
The purpose of this utility model is to provide a kind of and based on groove type quarter bend joins modular system, to solve above-mentioned background skill
The problem proposed in art.
For achieving the above object, the following technical scheme of this utility model offer:
A kind of based on groove type quarter bend join modular system, including post mold mechanism, wall mold mechanism, beam form mechanism and support machine
Structure；
Described post mold mechanism includes groove type quarter bend, panel, flitch, Screw arbor with nut at both-ends and main stupefied bone, and described panel sets respectively
Putting the surrounding at cylinder, panel composition square box, groove type quarter bend is vertically arranged, and is disposed in an evenly spaced relation in face in the horizontal direction
The outside of plate, flitch is arranged at the corner of the formed square box of panel, and flitch is paralleled with groove type quarter bend, main stupefied bone water
Put down and arrange, and main stupefied bone is vertically disposed in an evenly spaced relation in flitch and the outside of groove type quarter bend, is positioned at same level
Go up and be symmetricly set on and be connected by Screw arbor with nut at both-ends between the stupefied bone of master of cylinder both sides；
Described wall mold mechanism includes groove type quarter bend, panel, Screw arbor with nut at both-ends and main stupefied bone, and described panel is separately positioned on wall
The both sides of body, groove type quarter bend is vertically arranged, and is disposed in an evenly spaced relation in the outside of panel in the horizontal direction, and main stupefied bone level sets
Put, and main stupefied bone is vertically disposed in an evenly spaced relation in the outside of groove type quarter bend, is positioned in same level and symmetry sets
Put and be connected by Screw arbor with nut at both-ends between the stupefied bone of the master in body of wall both sides；
Described beam form mechanism includes little horizontal stroke at the bottom of groove type quarter bend, panel, flitch, main stupefied bone, support bar, beam sides plate, beam
Bar, described panel is arranged on the downside of the top board of beam body both sides, and groove type quarter bend is horizontally disposed with, and is disposed in an evenly spaced relation in panel
Downside, main stupefied bone is horizontally disposed with, and main stupefied bone is with groove type quarter bend in vertical state, and main stupefied bone is along the length of groove type quarter bend
Direction is disposed in an evenly spaced relation in the downside of groove type quarter bend, and supporting bar top is supported by jacking and connects main stupefied bone, beam sides plate
It is separately positioned on two sides and the bottom surface of beam body, is provided with in Prefabricated Concrete between the beam sides plate of the two sides of beam body
Lining, at the bottom of beam, little cross bar two ends are respectively fixedly connected with to the support bar being positioned at beam body both sides, and little cross bar at the bottom of beam is fixed with for right
The beam sides plate being positioned at beam body bottom surface provides the flitch supported, and the middle part of the beam sides plate being positioned at the two sides of beam body is also equipped with
Soffit of girder groove type quarter bend, the junction between panel and beam sides plate is also equipped with flitch；
Described supporting mechanism includes groove type quarter bend, panel, main stupefied bone and support bar, and described panel is positioned under supporting surface
Side, groove type quarter bend is horizontally disposed with, and groove type quarter bend is disposed in an evenly spaced relation on the downside of panel, and main stupefied bone is horizontally disposed with, and main
With groove type quarter bend in vertical state, main stupefied bone is disposed in an evenly spaced relation in groove type along the length direction of groove type quarter bend to stupefied bone
The downside of quarter bend, supporting bar top supports and connects main stupefied bone.
As further program of the utility model: fix flitch by step fastener on little cross bar at the bottom of described beam.
As this utility model further scheme: described panel uses clad can wood plywood.
As this utility model further scheme: the stupefied bone of described master uses the steel pipe of Φ 48.3 × 3.6mm.
Compared with prior art, the beneficial effects of the utility model are:
1, this utility model uses groove type quarter bend to instead of flitch, it is possible to reduce the use of flitch, can be country every year
Save substantial amounts of timber resources, reduce the felling of forest-tree, the loss of soil, have energy-conservation, save land and the meaning of environmental conservation
Justice；
2, this utility model uses groove type quarter bend to instead of flitch, and owing to groove type quarter bend area of section is little, deadweight is relatively
Gently, material is got on or off the bus, onsite moving, assembly are quite convenient to fast, it is possible to decrease labour force, accelerating construction progress；
3, this utility model instead of flitch with groove type quarter bend, can improve template system integral rigidity and stability, protects
Card main structure construction safety, can avoid the flimsy problem of flitch simultaneously, and different size flitch is used with and caused plate not
The surface irregularity problem of the concrete that uniform settlement deformation causes, and in follow-up mending course, also can produce renewal expense
Problem, owing to groove type quarter bend area of section is little, deadweight is relatively light, can save carry and hoist expense, reduction of erection time, reduces engineering and becomes
This；
4, this utility model uses groove type quarter bend to instead of flitch, and compared with Traditional Wood template, groove type quarter bend has
The advantages such as the number of turnover is many, recovery value is high.
Accompanying drawing explanation
Fig. 1 is the plan structure schematic diagram joining modular system center pillar mold mechanism based on groove type quarter bend.
Fig. 2 is the plan structure schematic diagram joining wall mold mechanism in modular system based on groove type quarter bend.
Fig. 3 is based on groove type quarter bend to join the main TV structure schematic diagram of wall mold mechanism in modular system.
Fig. 4 is the structural representation joining modular system central sill mold mechanism based on groove type quarter bend.
Fig. 5 is based on groove type quarter bend to join the structural representation of supporting mechanism in modular system.
In figure: 1-groove type quarter bend, 2-panel, 3-flitch, 4-Screw arbor with nut at both-ends, the stupefied bone of 5-master, 6-support bar, 7-Prefabricated Concrete
Little cross bar at the bottom of liner, 8-jacking, 9-soffit of girder groove type quarter bend, 10-beam sides plate, 11-step fastener, 12-beam.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of this utility model rather than whole
Embodiment.Based on the embodiment in this utility model, those of ordinary skill in the art are not under making creative work premise
The every other embodiment obtained, broadly falls into the scope of this utility model protection.
Refer to Fig. 1～5, in this utility model embodiment, a kind of based on groove type quarter bend join modular system, including post mould
Mechanism, wall mold mechanism, beam form mechanism and supporting mechanism；Described post mold mechanism include groove type quarter bend 1, panel 2, flitch 3, to drawing
Screw rod 4 and main stupefied bone 5, described panel 2 is separately positioned on the surrounding of cylinder, and panel 2 forms square box, and groove type quarter bend 1 is vertical
Arranging, and be disposed in an evenly spaced relation in the outside of panel 2 in the horizontal direction, flitch 3 is arranged on the corner of the formed square box of panel 2
Locating, and flitch 3 is paralleled with groove type quarter bend 1, main stupefied bone 5 is horizontally disposed with, and main stupefied bone 5 vertically uniform intervals is arranged
In flitch 3 and the outside of groove type quarter bend 1, in same level and be symmetricly set between the stupefied bone of master 5 of cylinder both sides
It is connected by Screw arbor with nut at both-ends 4, by Screw arbor with nut at both-ends 4, this post mold mechanism is fixed；
Described wall mold mechanism includes groove type quarter bend 1, panel 2, Screw arbor with nut at both-ends 4 and main stupefied bone 5, and described panel 2 sets respectively
Putting the both sides at body of wall, groove type quarter bend 1 is vertically arranged, and is disposed in an evenly spaced relation in the outside of panel 2 in the horizontal direction, main stupefied
Bone 5 is horizontally disposed with, and main stupefied bone 5 is vertically disposed in an evenly spaced relation in the outside of groove type quarter bend 1, is positioned at same level
Go up and be symmetricly set on and be connected, by Screw arbor with nut at both-ends 4 by this wall mould machine by Screw arbor with nut at both-ends 4 between the stupefied bone of master 5 of body of wall both sides
Structure is fixed；
Described beam form mechanism includes groove type quarter bend 1, panel 2, flitch 3, main stupefied bone 5, support bar 6, beam sides plate 10, beam
The little cross bar in the end 12, described panel 2 is arranged on the downside of the top board of beam body both sides, and groove type quarter bend 1 is horizontally disposed with, and uniform intervals
Being arranged on the downside of panel 2, main stupefied bone 5 is horizontally disposed with, and main stupefied bone 5 is with groove type quarter bend 1 in vertical state, main stupefied bone 5 along
The length direction of groove type quarter bend 1 is disposed in an evenly spaced relation in the downside of groove type quarter bend 1, and support bar 6 top is supported by jacking 8
Connecting main stupefied bone 5, beam sides plate 10 is separately positioned on two sides and the bottom surface of beam body, is positioned at the beam sides of the two sides of beam body
Being provided with Prefabricated Concrete liner 7 between plate 10, Prefabricated Concrete liner 7 will be located in two beam sides plates 10 of beam body two sides and connects solid
Fixed, at the bottom of beam, little cross bar 12 two ends are respectively fixedly connected with to the support bar 6 being positioned at beam body both sides, and little cross bar 12 at the bottom of beam is fixed with use
The flitch 3 supported is provided, in the present embodiment, it is preferred that little cross bar at the bottom of described beam in the beam sides plate 10 being pointed to beam body bottom surface
Fixing flitch 3 by step fastener 11 on 12, the middle part of the beam sides plate 10 being positioned at the two sides of beam body is also equipped with soffit of girder groove
Formula quarter bend 9, for reinforcing beam body abdominal part, the junction between panel 2 and beam sides plate 10 is also equipped with flitch 3, rises
The effect reinforced to strengthening；
Described supporting mechanism includes groove type quarter bend 1, panel 2, main stupefied bone 5 and support bar 6, and described panel 2 is positioned at support
The downside in face, groove type quarter bend 1 is horizontally disposed with, and groove type quarter bend 1 is disposed in an evenly spaced relation on the downside of panel 2, main stupefied bone 5 level
Arrange, and main stupefied bone 5 be with groove type quarter bend 1 in vertical state, main stupefied bone 5 along groove type quarter bend 1 length direction uniformly between
Every being arranged on the downside of groove type quarter bend 1, support bar 6 apical support connects main stupefied bone 5.
Described panel 2 uses clad can wood plywood, the stupefied bone of described master 5 to use the steel pipe of Φ 48.3 × 3.6mm.
This utility model uses groove type quarter bend to instead of flitch, it is possible to reduce the use of flitch, can be country's joint every year
The most substantial amounts of timber resources, reduce forest-tree felling, the loss of soil, have energy-conservation, save land and the meaning of environmental conservation；
This utility model uses groove type quarter bend to instead of flitch, and owing to groove type quarter bend area of section is little, deadweight is relatively light, and material is upper and lower
Car, onsite moving, assembly are quite convenient to fast, it is possible to decrease labour force, accelerating construction progress；This utility model is with groove type square
Pipe instead of flitch, can improve template system integral rigidity and stability, it is ensured that main structure construction safety, can avoid simultaneously
The flimsy problem of flitch, and different size flitch uses the surface of concrete causing the deformation of plate differential settlement to cause with not
Smooth problem, and in follow-up mending course, also can produce the problem of renewal expense, owing to groove type quarter bend area of section is little,
Deadweight is relatively light, can save carry and hoist expense, reduction of erection time, reduce engineering cost；This utility model uses groove type quarter bend to replace
Flitch, compared with Traditional Wood template, groove type quarter bend has the advantages such as the number of turnover is many, recovery value is high.
It is obvious to a person skilled in the art that this utility model is not limited to the details of above-mentioned one exemplary embodiment, and
And in the case of without departing substantially from spirit or essential attributes of the present utility model, it is possible to realize this practicality in other specific forms new
Type.Therefore, no matter from the point of view of which point, all should regard embodiment as exemplary, and be nonrestrictive, this practicality is new
The scope of type is limited by claims rather than described above, it is intended that by the containing of equivalency in claim that fall
All changes in justice and scope are included in this utility model.Should not be considered as any reference in claim limiting
Involved claim.
Although moreover, it will be appreciated that this specification is been described by according to embodiment, but the most each embodiment only wraps
Containing an independent technical scheme, this narrating mode of description is only that for clarity sake those skilled in the art should
Description can also be formed those skilled in the art through appropriately combined as an entirety, the technical scheme in each embodiment
May be appreciated other embodiments.
Claims (4)
1. based on groove type quarter bend join modular system for one kind, it is characterised in that include post mold mechanism, wall mold mechanism, beam form mechanism
And supporting mechanism；
Described post mold mechanism includes groove type quarter bend (1), panel (2), flitch (3), Screw arbor with nut at both-ends (4) and main stupefied bone (5), described
Panel (2) is separately positioned on the surrounding of cylinder, panel (2) composition square box, and groove type quarter bend (1) is vertically arranged, and along level
Direction is disposed in an evenly spaced relation in the outside of panel (2), and flitch (3) is arranged at the corner of panel (2) formed square box, and wood
Paralleling with groove type quarter bend (1) in side (3), main stupefied bone (5) is horizontally disposed with, and main stupefied bone (5) vertically uniform intervals sets
Put in flitch (3) and the outside of groove type quarter bend (1), be positioned in same level and be symmetricly set on the stupefied bone of master of cylinder both sides
(5) it is connected by Screw arbor with nut at both-ends (4) between；
Described wall mold mechanism includes groove type quarter bend (1), panel (2), Screw arbor with nut at both-ends (4) and main stupefied bone (5), described panel (2)
Being separately positioned on the both sides of body of wall, groove type quarter bend (1) is vertically arranged, and is disposed in an evenly spaced relation in panel (2) in the horizontal direction
Outside, main stupefied bone (5) is horizontally disposed with, and main stupefied bone (5) is vertically disposed in an evenly spaced relation in outside groove type quarter bend (1)
Side, is positioned in same level and is symmetricly set between the stupefied bone of the master (5) of body of wall both sides and be connected by Screw arbor with nut at both-ends (4)；
Described beam form mechanism includes groove type quarter bend (1), panel (2), flitch (3), main stupefied bone (5), support bar (6), beam sides
Little cross bar (12) at the bottom of plate (10), beam, described panel (2) is arranged on the downside of the top board of beam body both sides, groove type quarter bend (1) level
Arranging, and be disposed in an evenly spaced relation in panel (2) downside, main stupefied bone (5) is horizontally disposed with, and main stupefied bone (5) and groove type quarter bend (1)
In vertical state, lead stupefied bone (5) and be disposed in an evenly spaced relation in groove type quarter bend (1) along the length direction of groove type quarter bend (1)
Downside, support bar (6) top is supported by jacking (8) and connects main stupefied bone (5), and beam sides plate (10) is separately positioned on the two of beam body
Side and bottom surface, be provided with Prefabricated Concrete liner (7) between the beam sides plate (10) of the two sides being positioned at beam body, little cross bar at the bottom of beam
(12) two ends are respectively fixedly connected with to the support bar (6) being positioned at beam body both sides, and little cross bar (12) at the bottom of beam is fixed with for para-position
Beam sides plate (10) in beam body bottom surface provides the flitch (3) supported, in the beam sides plate (10) of the two sides being positioned at beam body
Portion is also equipped with soffit of girder groove type quarter bend (9), and the junction between panel (2) and beam sides plate (10) is also equipped with flitch (3)；
Described supporting mechanism includes groove type quarter bend (1), panel (2), main stupefied bone (5) and support bar (6), described panel (2) position
In the downside of supporting surface, groove type quarter bend (1) is horizontally disposed with, and groove type quarter bend (1) is disposed in an evenly spaced relation under panel (2)
Side, main stupefied bone (5) is horizontally disposed with, and main stupefied bone (5) is with groove type quarter bend (1) in vertical state, and main stupefied bone (5) is along groove type
The length direction of quarter bend (1) is disposed in an evenly spaced relation in the downside of groove type quarter bend (1), and support bar (6) apical support connects main stupefied
Bone (5).
The most according to claim 1 based on groove type quarter bend join modular system, it is characterised in that little cross bar at the bottom of described beam
(12) by the fixing flitch (3) of step fastener (11) on.
The most according to claim 2 based on groove type quarter bend join modular system, it is characterised in that described panel (2) uses
Clad can wood plywood.
The most according to claim 3 based on groove type quarter bend join modular system, it is characterised in that the stupefied bone of described master (5) adopts
Steel pipe with Φ 48.3 × 3.6mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620754565.3U CN205875691U (en) | 2016-07-18 | 2016-07-18 | Join in marriage module system all based on recess formula quarter bend |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620754565.3U CN205875691U (en) | 2016-07-18 | 2016-07-18 | Join in marriage module system all based on recess formula quarter bend |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205875691U true CN205875691U (en) | 2017-01-11 |
Family
ID=57696645
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620754565.3U Expired - Fee Related CN205875691U (en) | 2016-07-18 | 2016-07-18 | Join in marriage module system all based on recess formula quarter bend |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205875691U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193578A (en) * | 2016-07-18 | 2016-12-07 | 重庆建工第三建设有限责任公司 | A kind of based on groove type quarter bend join modular system and construction technology |
-
2016
- 2016-07-18 CN CN201620754565.3U patent/CN205875691U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193578A (en) * | 2016-07-18 | 2016-12-07 | 重庆建工第三建设有限责任公司 | A kind of based on groove type quarter bend join modular system and construction technology |
| CN106193578B (en) * | 2016-07-18 | 2018-04-24 | 重庆建工第三建设有限责任公司 | It is a kind of that modular system and construction technology are matched somebody with somebody based on groove type quarter bend |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170111 Termination date: 20200718 |
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| CF01 | Termination of patent right due to non-payment of annual fee |