CN106759470A - A kind of multifunctional precast module component and gear protection structure body - Google Patents
A kind of multifunctional precast module component and gear protection structure body Download PDFInfo
- Publication number
- CN106759470A CN106759470A CN201710071885.8A CN201710071885A CN106759470A CN 106759470 A CN106759470 A CN 106759470A CN 201710071885 A CN201710071885 A CN 201710071885A CN 106759470 A CN106759470 A CN 106759470A
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- China
- Prior art keywords
- hole
- component
- groove
- member bodies
- module component
- Prior art date
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- 239000000725 suspension Substances 0.000 claims abstract description 27
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 238000005452 bending Methods 0.000 claims description 3
- 210000003205 muscle Anatomy 0.000 claims 1
- 239000004567 concrete Substances 0.000 description 10
- 238000006073 displacement reaction Methods 0.000 description 6
- 238000000926 separation method Methods 0.000 description 4
- 230000000903 blocking effect Effects 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 206010054949 Metaplasia Diseases 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000015689 metaplastic ossification Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000011178 precast concrete Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- -1 auxiliary bar Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/025—Retaining or protecting walls made up of similar modular elements stacked without mortar
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/066—Quays
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The present invention relates to a kind of multifunctional precast module component, including member bodies, groove, component framework, suspension ring and through hole, in member bodies, the groove is located at member bodies top for the component framework；The suspension ring are in member bodies, bottom is connected with component framework, top is hidden in groove, the through hole runs through member bodies, and do not contact with groove, component framework and suspension ring, the invention further relates to one kind gear protection structure body, the handling when present invention is installed, removed is convenient, the prefabricated section of dismounting is reusable, reduces unnecessary economic loss.
Description
Technical field
The present invention relates to a kind of multifunctional precast module component, and in particular to one kind is capable of achieving separation, enclosing and side slope pin gear shield etc.
The concrete prefabricated element of effect, further relates to a kind of gear protection structure body, belongs to civil engineering member arts.
Background technology
In the civil engineering constructions such as water conservancy and hydropower, highway, bridge, mostly using building stone masonry, cast-in-place or prefabricated mixed by laying bricks or stones
Solidifying soil barricade, to realize plane, solid space separation, enclosing, and to facing side side slope blocking shield or spats.When using concrete prefabricated
When block forms gear protection structure, the generally personalized obvious, factorial praluction of its precast concrete module component is difficult to form standardization, faces
When gear shield when, its precast concrete module component repeat usage is low, and exist lifting, transport inconvenience, pile, pile up stability
The problems such as difference, a kind of convenient and practical, highly versatile, the prefabricated module component of the convenient multifunctional concrete of handling are badly in need of at present, both may be used
Scale plant metaplasia is produced, and quickly pile or can be piled up again, and reusable, such concrete prefabricated module component economy, reality
With, it is quick.
The content of the invention
In order to solve the above-mentioned technical problem, the present invention provide one kind can scale plant metaplasia produce, can repeatedly have enough to meet the need again makes
With, facilitate the prefabricated module component of multifunctional concrete of handling, including member bodies, groove, component framework, suspension ring and through hole, institute
Component framework is stated in member bodies, the groove is located at member bodies top；The suspension ring are located in member bodies, bottom
Be connected with component framework, top is hidden in groove, the through hole runs through member bodies, and not with groove, component framework and hang
Ring is contacted.Suspension ring are arranged in groove, ensure that suspension ring set the pile or heap for not influenceing prefabricated section overall to a certain extent
Build, meanwhile, the setting of suspension ring facilitates handling of the prefabricated section when installing, removing.
Further, the suspension ring intermediate projections form top, and two ends bending forms bottom, the bottom and component framework
Top two ends connect.The connection of suspension ring is further reinforced, in case damaging prefabricated module component during handling.
Further, the through hole includes cross through hole and longitudinal hole, and the longitudinal hole is located at groove both sides, described
Cross through hole is located at groove lower section.It is attached by horizontal, longitudinal hole, reinforced, can be widened, increase, lengthening combination.
Further, the groove is 1, located at member bodies middle part；The cross through hole is 1, located at component sheet
At the 1/2 of body height；The longitudinal hole is 2, can form half prefabricated module component.
Further, according to another implementation method, the groove is 2, is respectively arranged on the length at member bodies two ends
At 1/4；The cross through hole is 2, at the 1/2 of member bodies height；The longitudinal hole is 4.
Further, the length of member bodies is the twice of height, width with it is highly essentially identical.
Further, the component framework is the cube frame that cage bar and rectangle hoop are constituted, and cage bar is 4-6 roots, square
U stirrup spacing is 20-30cm, and the suspension ring bottom is connected with cage bar, it is ensured that stabilized structure.
The present invention also provides a kind of gear protection structure body, and gear protection structure body is made up of above-mentioned multifunctional precast module component, in advance
Connected through the through hole by auxiliary bar, steel pipe or pvc pipe between clamp dog component.Pile or heap are combined by diversified forms
Build, the gear protection structure body of monolithic stability can be formed, with realize plane, solid space separate, enclosing or to face side side slope blocking shield or
Toe, and easy construction, practical, effective and rapid, multi-functional use.
Further, the prefabricated module component staggers combination, and the distance for staggering is the 1/2 of prefabricated section component length, with true
Protect the stability of gear protection structure body.
Beneficial effects of the present invention are as follows：
（1）, different building modules can be selected to carry out scale plantization prefabricated according to equipment handling ability, engineering actual demand, with
Different diversified forms combinations, to realize the monolithic stability of temporarily or permanently functional structure, to a certain extent can be flexibly real
Existing plane, solid space separation, enclosing are protected or spats to facing side side slope blocking.
（2）, longitudinal and transverse through hole can be attached by connecting hole with materials such as auxiliary bar, steel pipes, reinforced, horizontal, longitudinal direction plus
It is wide, increase development, by deadweight, be connected to form rock-steady structure entirety, be used to realize space separations, enclosing, formation barricade, realization
Safeguard function.Only need that the reinforcing bar in connecting hole, steel pipe are removed or cut off during dismounting, lifted from top to bottom using lifting appliance,
Remove, the prefabricated section of dismounting is reusable, reduce unnecessary economic loss.
（3）, suspension ring be arranged in groove, ensure that suspension ring set the pile for not influenceing prefabricated section overall to a certain extent
Or pile up, meanwhile, the setting of suspension ring facilitates handling of the prefabricated section when installing, removing.
Brief description of the drawings
Fig. 1 is the structural representation of multifunctional precast module component of the invention；
Fig. 2 is the structural representation of the component framework, suspension ring and through hole of multifunctional precast module component of the invention；
Fig. 3 is the structural representation of another implementation method of multifunctional precast module component of the invention.
Specific embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the present embodiment is carried out clearly and completely
Description, it is clear that described embodiment is only to a part of example of the invention, rather than whole examples.Based on the present invention
In embodiment, the every other implementation that those of ordinary skill in the art are obtained under the premise of creative work is not paid
Example, belongs to the scope of protection of the invention.
Embodiment 1
As shown in Figure 1-2, the prefabricated module component of the multifunctional concrete of the present embodiment, including body 1, groove 2, component framework, hang
Ring 5 and through hole, through hole include longitudinal hole 3 and cross through hole 4, and longitudinal hole 3 is located at the both sides of groove 2, and cross through hole 4 is located at recessed
Groove 2 hits exactly lower section, and suspension ring intermediate projections form top, and two ends bending forms bottom, and the component framework is located in member bodies,
Located at member bodies top, component framework is the cube frame that cage bar 6 and rectangle hoop 7 are constituted to the groove, and cage bar is 4
Root, the suspension ring bottom is connected with top cage bar, and top is hidden in groove, and groove is 2, is respectively arranged on member bodies two ends
Length 1/4 at, cross through hole be 2, at the 1/2 of member bodies height；Longitudinal hole is 4, two grooves and
Suspension ring are symmetrical arranged, and the length of member bodies 1 is the twice of height, width with it is highly essentially identical, its size is conventional by building
60cm, 90cm, 120cm, 150cm, 210cm, 240cm equal modulus value choose.Prefabricated module component is rectangular structure, idle
When can with pile, reduce place area occupied.
Embodiment 2
As shown in figure 3, the groove 2 of the prefabricated module component of the multifunctional concrete of the present embodiment is 1, located at the middle part of member bodies 1,
Cross through hole 3 is 1, and at the 1/2 of the height of member bodies 1, longitudinal hole is 2.
Embodiment 3
In the present embodiment, the prefabricated section component composition gear protection structure body in embodiment 1 and embodiment 2 be able to can be stood
Face is longitudinally piled up, during piling up, in order to ensure the stability of heap masonry, the prefabricated module component fissure of displacement 1/2L heaps arranged up and down
Build, piled up with the prefabricated module component of embodiment 2 at the remaining 1/2L fissure of displacement, piled up the fissure of displacement by longitudinal hole with auxiliary bar
Prefabricated module component be attached fixation；Plane can also be carried out laterally to pile up, during widening, still by fissure of displacement 1/2L
Pile up to ensure the stability of heap masonry, piled up with the prefabricated module component of embodiment 2 at the remaining 1/2L fissure of displacement, use auxiliary bar
The prefabricated module component that the fissure of displacement is piled up is attached by fixation by cross through hole.
According to site operation actual demand, prefabricated module component can also be piled up in various shapes simultaneously by longitudinal and transverse direction
Shape；When being removed to heap masonry, auxiliary bar is removed or cut off, take crane from top to bottom to hang away prefabricated module component
.
Work progress of the invention is as follows：
According to equipment handling ability, chosen by the conventional modulus of building, determine the prefabricated L × B of concrete block × H（Length × width × height）Chi
It is very little, by design assembling reinforcement, pre-buried tubing, suspension ring, groove and then, formwork erection casting concrete, finally, form removal, maintenance concrete
Prefabricated module component, pre-buried tubing be the steel pipes of 50 ~ Φ of Φ 75, auxiliary bar or pvc pipe, suspension ring Φ 16-25mm round steel, groove 15 ×
15 × 15cm, suspension ring and groove are principle to meet steel wire rope lifting.
In the prefabricated module component of handling, first by the suspension ring in steel wire penetrating groove, can handling, crane after connecting
Prefabricated module component is hung to placement platform, steel wire rope is laid down.
Presently preferred embodiments of the present invention is the foregoing is only, is not intended to limit the invention, it is all in essence of the invention
Within god and principle, any modification, equivalent substitution and improvements made etc. should be included within the scope of the present invention.
Claims (9)
1. a kind of multifunctional precast module component, including member bodies, groove, component framework, suspension ring and through hole, it is characterised in that：
In member bodies, the groove is located at member bodies top for the component framework；The suspension ring are located in member bodies, bottom
Portion is connected with component framework, and top is hidden in groove, the through hole run through member bodies, and not with groove, component framework and
Suspension ring are contacted.
2. multifunctional precast module component according to claim 1, it is characterised in that：The suspension ring intermediate projections form top
Portion, two ends bending forms bottom, and the bottom is connected with component framework top two ends.
3. multifunctional precast module component according to claim 1, it is characterised in that：The through hole includes cross through hole and indulges
To through hole, the longitudinal hole is located at groove both sides, and the cross through hole is located at groove lower section.
4. multifunctional precast module component according to claim 3, it is characterised in that：The groove is 1, located at component sheet
Body middle part；The cross through hole is 1, at the 1/2 of member bodies height；The longitudinal hole is 2.
5. multifunctional precast module component according to claim 3, it is characterised in that：The groove is 2, is respectively arranged on structure
At the 1/4 of the length at part body two ends；The cross through hole is 2, at the 1/2 of member bodies height；The longitudinal direction leads to
Hole is 4.
6. according to the multifunctional precast module component that one of claim 1-5 is described, it is characterised in that：The length of member bodies is height
The twice of degree, width with it is highly essentially identical.
7. according to the multifunctional precast module component that one of claim 1-5 is described, it is characterised in that：The component framework is cage bar
The cube frame constituted with rectangle hoop, cage bar is 4 ~ 6, and rectangle hoop spacing is 20-30cm, the suspension ring bottom and master
Muscle is connected.
It is 8. a kind of to keep off protection structure body, it is characterised in that：Multifunctional precast block of the gear protection structure body as described in claim 1-7
Component is constituted, and is connected through the through hole by auxiliary bar, steel pipe or pvc pipe between prefabricated module component.
It is 9. according to claim 8 to keep off protection structure body, it is characterised in that：The prefabricated module component staggers combination, staggers
Distance is the 1/2 of prefabricated section component length.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710071885.8A CN106759470A (en) | 2017-02-09 | 2017-02-09 | A kind of multifunctional precast module component and gear protection structure body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710071885.8A CN106759470A (en) | 2017-02-09 | 2017-02-09 | A kind of multifunctional precast module component and gear protection structure body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106759470A true CN106759470A (en) | 2017-05-31 |
Family
ID=58955648
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710071885.8A Pending CN106759470A (en) | 2017-02-09 | 2017-02-09 | A kind of multifunctional precast module component and gear protection structure body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106759470A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6032424A (en) * | 1998-03-23 | 2000-03-07 | Dial, Jr.; Ted C. | Block system |
| CN202298651U (en) * | 2011-10-26 | 2012-07-04 | 华侨大学 | Building block for retaining wall |
| CN103821279A (en) * | 2012-11-19 | 2014-05-28 | 甘顺明 | Four-way shear force multifunctional environmentally friendly wallboard piece for arranging permanent reserved water, electricity, gas and heat pipelines |
| CN204385683U (en) * | 2014-09-17 | 2015-06-10 | 李德鹏 | Slope shore protection step disappears unrestrained prefabricated section |
| CN204455749U (en) * | 2015-01-05 | 2015-07-08 | 中国建筑第八工程局有限公司 | Prefabricated road surface block |
| CN104947561A (en) * | 2015-06-17 | 2015-09-30 | 天津住宅集团建设工程总承包有限公司 | Precast concrete assembling road construction method |
| CN105563640A (en) * | 2015-12-30 | 2016-05-11 | 江海燕 | Manufacturing process for environment-friendly construction modularization tool type temporary road plate block |
| CN206545222U (en) * | 2017-02-09 | 2017-10-10 | 中国水利水电第十四工程局有限公司 | A kind of multifunctional precast module component and gear protection structure body |
-
2017
- 2017-02-09 CN CN201710071885.8A patent/CN106759470A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6032424A (en) * | 1998-03-23 | 2000-03-07 | Dial, Jr.; Ted C. | Block system |
| CN202298651U (en) * | 2011-10-26 | 2012-07-04 | 华侨大学 | Building block for retaining wall |
| CN103821279A (en) * | 2012-11-19 | 2014-05-28 | 甘顺明 | Four-way shear force multifunctional environmentally friendly wallboard piece for arranging permanent reserved water, electricity, gas and heat pipelines |
| CN204385683U (en) * | 2014-09-17 | 2015-06-10 | 李德鹏 | Slope shore protection step disappears unrestrained prefabricated section |
| CN204455749U (en) * | 2015-01-05 | 2015-07-08 | 中国建筑第八工程局有限公司 | Prefabricated road surface block |
| CN104947561A (en) * | 2015-06-17 | 2015-09-30 | 天津住宅集团建设工程总承包有限公司 | Precast concrete assembling road construction method |
| CN105563640A (en) * | 2015-12-30 | 2016-05-11 | 江海燕 | Manufacturing process for environment-friendly construction modularization tool type temporary road plate block |
| CN206545222U (en) * | 2017-02-09 | 2017-10-10 | 中国水利水电第十四工程局有限公司 | A kind of multifunctional precast module component and gear protection structure body |
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| 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 | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170531 |