CN1265060C - Structures with cavities and methods for their construction - Google Patents
Structures with cavities and methods for their construction Download PDFInfo
- Publication number
- CN1265060C CN1265060C CN 03130473 CN03130473A CN1265060C CN 1265060 C CN1265060 C CN 1265060C CN 03130473 CN03130473 CN 03130473 CN 03130473 A CN03130473 A CN 03130473A CN 1265060 C CN1265060 C CN 1265060C
- Authority
- CN
- China
- Prior art keywords
- building
- capsule bag
- hole
- grouting
- construction
- 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.)
- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims abstract description 75
- 238000000034 method Methods 0.000 title claims description 37
- 239000012530 fluid Substances 0.000 claims abstract description 43
- 239000007788 liquid Substances 0.000 claims abstract description 15
- 239000002775 capsule Substances 0.000 claims description 98
- 238000004382 potting Methods 0.000 claims description 40
- 150000001875 compounds Chemical class 0.000 claims description 32
- 230000008569 process Effects 0.000 claims description 21
- 208000034189 Sclerosis Diseases 0.000 claims description 18
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 13
- 238000000465 moulding Methods 0.000 claims description 12
- 238000002360 preparation method Methods 0.000 claims description 6
- 238000000354 decomposition reaction Methods 0.000 claims description 4
- 238000005260 corrosion Methods 0.000 claims description 3
- 230000007797 corrosion Effects 0.000 claims description 3
- 239000011347 resin Substances 0.000 claims description 3
- 229920005989 resin Polymers 0.000 claims description 3
- 230000001788 irregular Effects 0.000 abstract description 10
- 230000008635 plant growth Effects 0.000 abstract description 2
- 239000000945 filler Substances 0.000 abstract 4
- 238000010586 diagram Methods 0.000 description 12
- 241000251468 Actinopterygii Species 0.000 description 10
- 229940126214 compound 3 Drugs 0.000 description 8
- 239000000463 material Substances 0.000 description 7
- 241000269799 Perca fluviatilis Species 0.000 description 5
- 241000270322 Lepidosauria Species 0.000 description 4
- 230000008901 benefit Effects 0.000 description 4
- 239000007787 solid Substances 0.000 description 4
- 241000238557 Decapoda Species 0.000 description 3
- 230000002262 irrigation Effects 0.000 description 3
- 238000003973 irrigation Methods 0.000 description 3
- 241000238631 Hexapoda Species 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000003921 oil Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 208000028804 PERCHING syndrome Diseases 0.000 description 1
- 241001074085 Scophthalmus aquosus Species 0.000 description 1
- 230000035508 accumulation Effects 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 230000000035 biogenic effect Effects 0.000 description 1
- 235000019994 cava Nutrition 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000003292 diminished effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000004519 grease Substances 0.000 description 1
- 230000012010 growth Effects 0.000 description 1
- 239000010720 hydraulic oil Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 238000013022 venting Methods 0.000 description 1
Images
Landscapes
- Revetment (AREA)
- Artificial Fish Reefs (AREA)
Abstract
本发明提供一种具有孔穴的建构物及其构建方法，其构建方法包括：预备所需成型建构物孔穴囊袋，囊袋中充填气体或液体的流体，使囊袋成立体袋体；构筑营建模板形成灌浆模穴；在灌浆模穴中进行灌注物灌浆作业，灌注物达一定高度后将充填流体的各囊袋依预定位置装置在营建模板界定灌浆模穴中；在营建模板的灌浆模穴内进行灌注物灌浆作业；灌浆模穴灌注物硬化后拆卸营建模板；卸除各囊袋取得具有孔穴的建构物；其囊袋成本低廉，未充填流体时成扁平状，质轻易于收藏运输，且可重复使用；施工简易、快速，成本低；其构建物可成不规则或规则孔穴，符合自然界中生物栖息环境或植物生长环境需要，且可应用在各种建构物上的施工，应用范围极为广泛。
The invention provides a structure with holes and a construction method thereof, the construction method comprising: preparing a required hole bag for forming the structure, filling the bag with gas or liquid fluid to make the bag into a three-dimensional bag body; constructing a construction template to form a grouting cavity; grouting the grouting cavity with a filler, and after the filler reaches a certain height, installing each bag filled with fluid in the grouting cavity defined by the construction template according to a predetermined position; grouting the filler in the grouting cavity of the construction template; after the filler in the grouting cavity is hardened, disassembling the construction template; removing each bag to obtain the structure with holes; the bag is low in cost, flat when not filled with fluid, light in weight, easy to store and transport, and reusable; simple, fast and low in cost; the structure can form irregular or regular holes, which meets the needs of biological habitats or plant growth environments in nature, and can be applied to the construction of various structures, with a very wide range of applications.
Description
One, technical field
The present invention relates to construction work, relate in particular to a kind of building and construction process thereof with hole.
Two, background technology
At present in the job practices of common buildings wall, great majority are to constitute a grouting mold with plane construction template, and set up suitable works in this grouting mold of what, behind reinforcing bar, in this grouting mold, carry out concrete grouting work, after treating hardening of concrete, each can be built form removable, finish the building of a tool plane wall.Above-mentioned form of construction work widespread usage in engineerings such as irrigation canals and ditches, hillside, bridge, mole, anti-ripple piece, yet, because the building surface according to existing this construction techniques construction is to be a burnishing surface, not only outward appearance is ice-cold stiff, and all can't perch on these smooth walls as biologies such as plant, birds, reptile class, fish, therefore the building of this form and meet natural demand, the local ecological habitat of heavy damage, cause ecological the change, and improved necessity is arranged.
Edge this, the novel patent application case in Taiwan just there be No. 82202075, " artificial marine habitat of Wave-dissipating block ", Announcement Number is No. 211832, the artificial marine habitat of Wave-dissipating block that this case discloses mainly becomes multi-direction arrangement and the Wave-dissipating block that is combined into one by several taper cylinders, and around the trunk of Wave-dissipating block artificial marine habitat, suitable several small holes that is drilled with form several depressions.Though above-mentioned Wave-dissipating block can be gone up at building (Wave-dissipating block) by bore mode and produce several holes, but this molding mode is to have following shortcoming: 1, the cave that produces with bore mode is a carefully and neatly done even surface, and be not suitable for some fish formation fish shelter.2, Zuan Kong aperture is limited, can't adapt to the demand of perching of various biologies.3, up to a hundred holes of the essential brill of each Wave-dissipating block, it is very time-consuming, difficult to construct, and does not meet economic benefit.4, only can form round shape cave, the needs of the irregular or regular cave building of can not satisfying the demand.
Three, summary of the invention
Main purpose of the present invention is to overcome the above-mentioned shortcoming that existing product exists, and provide a kind of building and construction process thereof with hole, it is with fluids such as filling gas or liquid in the capsule bag in required moulding building hole, make this capsule bag form the bag of a solid, and be embedded in the building of desire grouting, to form grouting mold, after the potting compound sclerosis of grouting mold, dismounting construction template, and draw the fluid of letting out in each capsule bag, obtain building, make object, this job practices with hole by this method with hole, can be applicable to the inwall or the small stream bed in building ditch, river levee, sea walls etc. are located, make on the wall at this place to be formed with the cave that several are irregular or regular shape, for fish, organisms in water such as shrimp perch, or form marine fish shelter etc.; In the time of on being applied in the hillside wall, can form the hole that several can supply birds, reptile class, insect etc. to perch, help and safeguard local natural, ecological in the slope; This building with hole comprises buildings such as draining duct, spilled water hole, culvert, riverbed submerged reef, wall cave; This method is simple, is convenient to construct fast, reduces construction cost, and the method that makes building form the hole has more economic benefit.
The objective of the invention is to realize by following technical scheme.
The present invention has the construction process of the building in hole, it is characterized in that, comprising: the first capsule bag in the required moulding building of preparation hole, and in this capsule bag the fluid of filling gas or liquid, make this capsule bag form a three-dimensional bag; Construct the construction template, to form grouting mold; In grouting mold, carry out the grouting operation of potting compound, after potting compound reaches certain altitude, will be filled with each capsule bag of fluid, according to the precalculated position device in construction grouting mold that template defined; In the formed grouting mold of construction template, carry out the grouting operation of potting compound again; After treating the potting compound sclerosis of grouting mold, dismounting construction template; Each capsule bag of removal is obtained the building with hole.
Aforesaid construction process with the building in hole wherein after sclerosis of the potting compound of grouting mold and the dismounting construction template, draws the fluid of letting out in each capsule bag.
Aforesaid construction process with the building in hole wherein after sclerosis of the potting compound of grouting mold and the dismounting construction template, takes out each capsule bag.
Aforesaid construction process with the building in hole, wherein the potting compound in the grouting mold is concrete or resin.
Aforesaid construction process with the building in hole, the fluid that wherein is filled in the capsule bag is a water.
Aforesaid construction process with the building in hole is filled in wherein that fluid is an air in the capsule bag.
The present invention has the construction process of the building in hole, it is characterized in that, the first capsule bag in the required moulding building of preparation hole, and in this capsule bag the fluid of filling gas or liquid, make this capsule bag form a three-dimensional bag; Construct the construction template and form grouting mold; In grouting mold, carry out the grouting operation of potting compound, after potting compound reaches certain altitude, will be filled with each capsule bag of fluid, according to the precalculated position device in construction grouting mold that template defined; In the formed grouting mold of construction template, carry out the grouting operation of potting compound again; After treating the potting compound sclerosis of grouting mold, dismounting construction template; Draw the fluid of letting out in each capsule bag, obtain building with hole.
Aforesaid construction process with the building in hole, wherein the capsule bag no longer occupies on this building the capsule bag by the mode of natural decomposition, weathering, corrosion, and has further enlarged the hole.
The present invention has the construction process of the building in hole, it is characterized in that, fluid with filling gas or liquid in the capsule bag in required moulding building hole, make this capsule bag form a three-dimensional bag, and be embedded in the building of desire grouting and form grouting mold, after the potting compound sclerosis of grouting mold, draw the fluid of letting out in each capsule bag, obtain building with hole.
The present invention has the building in hole, it comprise have spilled water hole, the building in culvert, riverbed submerged reef, wall cave.
The invention has the beneficial effects as follows: the method that building of the present invention forms the hole comprises: first step is the capsule bag of the required moulding building of preparation hole shape earlier, and in this capsule bag fluid such as filling gas or liquid, make this capsule bag form the bag of a solid; Second step is for constructing the construction template, to form grouting mold; Third step will be filled with each capsule bag of fluid for carry out potting compound grouting operation in grouting mold after potting compound reaches certain altitude, according to the precalculated position device in the construction grouting mold that template defined; The 4th step is for carrying out the grouting operation of potting compound in the grouting mold that forms in the construction template; The 5th step is after treating the potting compound sclerosis of grouting mold, again dismounting construction template; The 6th step can obtain a building with hole for leaking the fluid in each capsule bag or taking out this capsule bag; With fluids such as filling gas or liquid in the capsule bag in required moulding building hole, make this capsule bag form the bag of a solid, and be embedded in the building of desire grouting, to form grouting mold, after the potting compound sclerosis of grouting mold, dismounting construction template, and draw the fluid of letting out in each capsule bag, obtain building, make object, this job practices with hole by this method with hole, can be applicable to the inwall or the small stream bed in building ditch, river levee, sea walls etc. are located, make on the wall at this place to be formed with the cave that several are irregular or regular shape, for fish, organisms in water such as shrimp perch, or form marine fish shelter etc.; In the time of on being applied in the hillside wall, can form the hole that several can supply birds, reptile class, insect etc. to perch, help and safeguard local natural, ecological in the slope; The hole comprises draining duct, spilled water hole, culvert, riverbed submerged reef, wall cave etc.; This method is simple, is convenient to construct fast, reduces construction cost, and the method that makes building form the hole has more economic benefit.
Four, description of drawings
Fig. 1 is the first embodiment schematic diagram of capsule bag of the present invention, and is applied among Fig. 6.
Fig. 2 is the second embodiment schematic diagram of capsule bag of the present invention, and is applied among Fig. 8.
Fig. 3 is the 3rd embodiment schematic diagram of capsule bag of the present invention, and is applied among Fig. 8.
Fig. 4 is the 4th embodiment schematic diagram of capsule bag of the present invention, and is applied among Fig. 8.
Fig. 5 is the 5th embodiment schematic diagram of capsule bag of the present invention, and is applied among Fig. 7.
Fig. 6 is applied to riverbed submerged reef construction operation schematic flow sheet for capsule bag first embodiment of the present invention.
The riverbed submerged reef building schematic diagram that Fig. 7 finishes for the present invention.
Fig. 8 is that the present invention is in order to construct the schematic diagram as hillside retaining wall wall.
Fig. 9 finishes the hillside retaining wall wall schematic diagram in tool hole for the present invention.
Figure 10 constructs the schematic diagram of culvert building for the present invention.
The culvert building schematic diagram that Figure 11 finishes for the present invention.
The architectural perspective schematic diagram of the riverbed submerged reef that Figure 12 finishes for the present invention.
The hillside retaining wall architectural perspective schematic diagram that Figure 13 finishes for the present invention.
Number in the figure explanation: 1 capsule bag, 11 charging connectors, 2 construction templates, 20 grouting mold, 3 potting compounds, 4 buildings, 41 holes, 411 spilled water holes, 412 culverts, 413 riverbed submerged reefs, 414 wall caves.
Five, the specific embodiment
See also shown in Figure 6, the present invention forms the method in hole relevant for a kind of building and with the constructed construction object with hole of this method, the method that this building forms the hole comprises: first step is the capsule bag 1 of the required moulding building of preparation hole shape earlier, and in this capsule bag 1 fluid such as filling gas or liquid, make this capsule bag 1 form a three-dimensional bag, can occupy certain space; Second step is constructed construction template 2, to form grouting mold 20, shown in the A step among Fig. 6; Third step carries out the grouting operation of potting compound 3 in grouting mold 20, when potting compound 3 reaches certain altitude, shown in the B step among Fig. 6 after, will be filled with each capsule bag 1 of fluid, be seated in the grouting mold 20 that construction template 2 defined according to the precalculated position; The 4th step is carried out the grouting operation of potting compound 3 again in construction template 2 formed grouting mold 20, shown in the C step among Fig. 6; After the 5th step is treated potting compound 3 sclerosis of grouting mold 20, dismounting construction template 2; The 6th step is leaked the fluid in each capsule bag 1 or is taken out this capsule bag 1, can obtain a building 4 with hole 41, shown in the D step among Fig. 6.In the above-mentioned grouting work flow of carrying out, the potting compound 3 in the grouting mold that is filled in 20 be concrete, resin or foaming thing etc., the present invention is not limited.
Extremely shown in Figure 5 as Fig. 1, the applied capsule bag 1 of the present invention, can adopt plastic cement, but rubber or other material recyclable or natural decomposition are made, (can be air at the filling fluid, water or the like fluid) after, be a stereo structure bag, because when grouting, the pressure of potting compound 3 can produce extruding to the capsule bag 1 that is filled with fluid (for example air or do not cram liquid), make capsule bag 1 produce irregular or regular crimp, after treating potting compound 3 sclerosis, be the hole 41 that irregular capsule bag 1 promptly constitutes the irregular or regular shape of tool in the building, meet fish to become, shrimp, birds, biogenic accumulations such as reptile class, the place of growth needs.
Fig. 1 is to shown in Figure 5 for another example, and the applied capsule bag 1 of the present invention can be made various rule or irregular shape, and wherein capsule bag 1 as shown in Figure 1 is for being applied in riverbed submerged reef 413 shown in Figure 6; Fig. 2 and capsule bag shown in Figure 31 are for being applied in the wall cave 414 of Fig. 8 and retaining wall shown in Figure 9; Capsule bag shown in Figure 41 is for being applied in the spilled water hole 411 of Fig. 8 and retaining wall shown in Figure 9; Capsule bag 1 shown in Figure 5 is for being applied in the riverbed submerged reef 413 of retaining wall shown in Figure 7; Certainly can also make other various difform capsule bags 1, to be useful in various place; The present invention will not limit.
Capsule bag 1 shown in the present can be the three-dimensional bag of a spheroidal, cylindrical, polygon, irregular or regular shape behind the filling fluid, the present invention after to this capsule bag 1 filling fluid the shape that forms and will not limiting.In addition, the material of capsule bag 1 does not limit yet, for example: and tough and tensile rubber material (for example making the material of football), or with the employed rubber material of tire (the employed tire of tubeless); At the charging connector 11 that installs additional with the rubber for tire material as tire, conveniently inflate again.Owing to can bear the lorry of several tons of weights after the general tire inflation, adopt the capsule bag 1 of the made mold forming of rubber for tire material can bear great concrete pressure too.In order to make capsule bag 1 can be fixed on preposition, be beneficial to grouting, can be on capsule bag 1 one-body molded several retainer rings 12.Bury when putting, the available iron silk passes the retainer ring 12 of capsule bag 1, solid goes up fixingly at reinforcing bar (not shown) and retainer ring 12 tied up, and, makes charging connector 11 unlikely being embedded in the grouting up with charging connector 11 or outwardly.Moreover capsule bag 1 inside also can pour into liquid, for example: and water, oil (as hydraulic oil), or other liquid, can bear great grouting pressure equally.In order to make capsule bag 1 after grouting is dry, be easy to peel off from concrete, can be at the appearance of capsule bag 1 apply grease in advance, the construction formwork oil used of building or building for example can make capsule bag 1 change places from concrete light and peel off, and take out in hole 41, reuses again.Moreover, also can adopt the capsule bag 1 of inflation back larger volume to be embedded in the grouting of lower position, the capsule bag 1 of larger volume is diminished to original desired setting volume because of being subjected to big pressure after grouting.
In the job practices that the present invention uses, when potting compound 3 (as concrete) sclerosis, just capsule bag 1 can be taken out, or the fluid that is loaded in the capsule bag 1 outwards drawn let out, make the hole 41 that forms hollow out on the building, certainly also can be after removing construction template 2, not with artificial taking-up capsule bag 1, and capsule bag 1 is no longer occupied on this building, and further enlarged hole 41 by the mode of natural decomposition, weathering, corrosion.
The present invention is according to above-mentioned job practices, can be applicable to as Fig. 6, Fig. 7, riverbed submerged reef (or irrigation canals and ditches) shown in Figure 12, or as Fig. 8, hillside retaining wall shown in Figure 9; Figure 10, Figure 11, culvert shown in Figure 13, but the present invention does not limit its application category.
In the job practices of the present invention, as Figure 10, shown in Figure 11, the two ends contact of this capsule bag 1 is 2 of both sides construction templates, to be in the milk in this 2 of template of two constructions, and treat its sclerosis and removal capsule bag 1 or with behind the outside venting of the fluid in the capsule bag 1, form a culvert 412 that connects in the both sides of this building, have culvert pipe to be applied in, on the building of culvert function.
Building provided by the present invention forms the method in hole, be with fluids such as filling gas or liquid in the capsule bag 1 in required moulding building hole, make capsule bag 1 form a three-dimensional bag, and be embedded in the building 4 of desire grouting, to form grouting mold 20, after the potting compound sclerosis of grouting mold 20, draw the fluid of letting out in each capsule bag 1, obtaining building with hole 41, and the object with hole 41 that can make up by this method.Hole 41 can comprise: the hole of spilled water hole 411, culvert 412, riverbed submerged reef 413, wall cave 414 etc. or other different shape.
Disclosed building forms the method in hole and with the constructed object with hole of this method, has the following advantages, and has industry development value thereby show the present invention.1, capsule bag of the present invention is with low cost, during the filling fluid, does not become tabular, and light weight is easy to collection, transportation.2, capsule bag of the present invention can be reused, and is with low cost.3, the present invention constructs simple and easyly, quick, can reduce construction cost.4, the present invention can form irregular or regular hole, with the habitat that more meets the occurring in nature biology or the needs of plant growth environment.5, the object with hole that the present invention is constructed can be at marine formation fish shelter, and then constitutes artificial fish farm, develops in order to fishery.6, the present invention can be applicable on the various buildings, for example: constructions such as retaining wall, irrigation canals and ditches, Wave-dissipating block, range of application is very extensive.
The above, it only is preferred embodiment of the present invention, be not that the present invention is done any pro forma restriction, every foundation technical spirit of the present invention all still belongs in the scope of technical solution of the present invention any simple modification, equivalent variations and modification that above embodiment did.
Claims (10)
1, a kind of construction process with the building in hole is characterized in that, comprising: the first capsule bag in the required moulding building of preparation hole, and in this capsule bag the fluid of filling gas or liquid, make this capsule bag form a three-dimensional bag; Construct the construction template, to form grouting mold; In grouting mold, carry out the grouting operation of potting compound, after potting compound reaches certain altitude, will be filled with each capsule bag of fluid, according to the precalculated position device in construction grouting mold that template defined; In the formed grouting mold of construction template, carry out the grouting operation of potting compound again; After treating the potting compound sclerosis of grouting mold, dismounting construction template; Each capsule bag of removal is obtained the building with hole.
2, the construction process with the building in hole according to claim 1 is characterized in that, after the potting compound sclerosis of described grouting mold and the dismounting construction template, draws the fluid of letting out in each capsule bag.
3, the construction process with the building in hole according to claim 1 is characterized in that, after the potting compound sclerosis of described grouting mold and the dismounting construction template, takes out each capsule bag.
4 construction processs with the building in hole according to claim 1 is characterized in that, the potting compound in the described grouting mold is concrete or resin.
5, the construction process with the building in hole according to claim 1 is characterized in that, the described fluid that is filled in the capsule bag is a water.
6, the construction process with the building in hole according to claim 1 is characterized in that, describedly is filled in that fluid is an air in the capsule bag.
7, a kind of construction process with the building in hole is characterized in that, the first capsule bag in the required moulding building of preparation hole, and in this capsule bag the fluid of filling gas or liquid, make this capsule bag form a three-dimensional bag; Construct the construction template and form grouting mold; In grouting mold, carry out the grouting operation of potting compound, after potting compound reaches certain altitude, will be filled with each capsule bag of fluid, according to the precalculated position device in construction grouting mold that template defined; In the formed grouting mold of construction template, carry out the grouting operation of potting compound again; After treating the potting compound sclerosis of grouting mold, dismounting construction template; Draw the fluid of letting out in each capsule bag, obtain building with hole.
8, the construction process with the building in hole according to claim 7 is characterized in that, described capsule bag no longer occupies on this building the capsule bag by the mode of natural decomposition, weathering, corrosion, and has further enlarged the hole.
9, a kind of construction process with the building in hole, it is characterized in that, fluid with filling gas or liquid in the capsule bag in required moulding building hole, make this capsule bag form a three-dimensional bag, and be embedded in the building of desire grouting and form grouting mold, after the potting compound sclerosis of grouting mold, draw the fluid of letting out in each capsule bag, obtain building with hole.
10, a kind ofly it is characterized in that as claim 1,7 or 9 described buildings with hole, it comprise have spilled water hole, the building in culvert, riverbed submerged reef, wall cave.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03130473 CN1265060C (en) | 2003-07-28 | 2003-07-28 | Structures with cavities and methods for their construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03130473 CN1265060C (en) | 2003-07-28 | 2003-07-28 | Structures with cavities and methods for their construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1576466A CN1576466A (en) | 2005-02-09 |
| CN1265060C true CN1265060C (en) | 2006-07-19 |
Family
ID=34578883
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 03130473 Expired - Fee Related CN1265060C (en) | 2003-07-28 | 2003-07-28 | Structures with cavities and methods for their construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1265060C (en) |
-
2003
- 2003-07-28 CN CN 03130473 patent/CN1265060C/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN1576466A (en) | 2005-02-09 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20130118413A1 (en) | Artificial Marine Habitat | |
| CN108222496B (en) | Flexible pouring template and construction method | |
| CN110521655B (en) | Floating and sinking combined type artificial floating fish reef device | |
| KR101378941B1 (en) | Float for Nursery | |
| CN1265060C (en) | Structures with cavities and methods for their construction | |
| CN104500857A (en) | Regenerated concrete dewatering pipe and manufacturing method thereof | |
| CN106962250B (en) | An artificial reef made of urban construction waste | |
| CN1775010A (en) | Method for producing artificial fishing bank | |
| CN216075079U (en) | Deep open sea plant of slot hasp assembled encloses fender structure | |
| CN213268585U (en) | Confined concrete column based on sea sand seawater TRC prefabricated shell | |
| JP5143447B2 (en) | Structure for live block and hardened porous cement | |
| CN100342084C (en) | Method for forming a hole in a structure and making an object containing a hole by it | |
| US20050028479A1 (en) | Method for forming caves on a construction and a body made with the caves by the method | |
| CN207519431U (en) | A kind of artificial marine habitat structure for being suitable for soft soil foundation | |
| KR20100001242A (en) | Continuous constructing system and method for floating structures in the sea | |
| CN207109816U (en) | A kind of high efficiency broken pile head | |
| US20090269135A1 (en) | Coquina Based Underwater Mitigation Reef and Method of Making Same | |
| CN201943175U (en) | Inspection shaft moulded through rotational-moulding | |
| CN1050166C (en) | Method of manufacturing hollow concrete pile and apparatus for manufacturing the same | |
| CN101050628A (en) | Wrapped stone for engineering | |
| CN205894254U (en) | Glass steel rainwater regulation retrieval and utilization pond | |
| KR20210092965A (en) | Manufacturing method for manufacturing artificial reef structure and 3D printer | |
| JP2004089001A (en) | Artificial fishing bank, method for constructing weir or dam, method for constructing riverbed, method for constructing intake and method for constructing river sidewall using the same artificial fishing bank | |
| CN211881029U (en) | A prefabricated aquatic plant rapid planting device | |
| CN113417354B (en) | Soft film forming and manufacturing process of high-simulation stone ecological landscape fish pond and landscape water pond |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |