CN203066232U - Building structure without form removal - Google Patents
Building structure without form removal Download PDFInfo
- Publication number
- CN203066232U CN203066232U CN2012205474706U CN201220547470U CN203066232U CN 203066232 U CN203066232 U CN 203066232U CN 2012205474706 U CN2012205474706 U CN 2012205474706U CN 201220547470 U CN201220547470 U CN 201220547470U CN 203066232 U CN203066232 U CN 203066232U
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- China
- Prior art keywords
- panel
- node
- reticulate
- reinforcing steel
- horizontal reinforcing
- 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
- 210000003205 muscle Anatomy 0.000 claims description 40
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 33
- 238000005728 strengthening Methods 0.000 claims description 27
- 210000002435 tendon Anatomy 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 abstract description 13
- 238000010276 construction Methods 0.000 description 31
- 238000009416 shuttering Methods 0.000 description 11
- 230000009977 dual effect Effects 0.000 description 7
- 239000000843 powder Substances 0.000 description 6
- 239000004567 concrete Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000011083 cement mortar Substances 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000007667 floating Methods 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
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
- E03F3/046—Open sewage channels
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8658—Walls made by casting, pouring, or tamping in situ made in permanent forms using wire netting, a lattice or the like as form leaves
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0604—Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
A form removal-free building structure comprising: a panel, two net-shaped bodies and a plurality of flexible connecting strips, wherein the panel is provided with a plurality of mud overflow parts, the net-shaped bodies surround a grouting space at intervals, and one net-shaped body is fixed on the panel. Each reticular body comprises a plurality of longitudinal reinforcing ribs and a plurality of transverse reinforcing ribs, a node is formed at each joint of the longitudinal reinforcing ribs and the transverse reinforcing ribs which are mutually vertical and horizontal, and the longitudinal reinforcing ribs or the transverse reinforcing ribs of one reticular body and the longitudinal reinforcing ribs or the transverse reinforcing ribs of the other reticular body are arranged in a staggered mode. Each connecting strip is connected with two net-shaped bodies in a snake-shaped state, each node is connected with the two nearest nodes of the other net-shaped body corresponding to the node by using the connection of the connecting strips, and each node can be fixedly connected by at least two connecting strips in different directions. The utility model discloses can make the building structure who exempts from form removal no longer need spend time to build the plank sheathing again to reducible manpower, reduction of erection time.
Description
Technical field
The utility model relates to a kind of structure for building, particularly a kind of building structure of exempting from form removal.
Background technology
Domestic fabric structure body is wherein a kind of to be to adopt reinforced concrete construction, when construction, the outer specification processing that is beforehand with good material at the construction field (site) of reinforcing bar part, be transported to the on-the-spot heavy-duty machine tool operation that cooperates later on then, yet template die part, not only the outer specification that is beforehand with is processed at the scene, and the scene also can't cooperate the operation of heavy-duty machine tool, thereby needs to drop into a large amount of manpowers; And be subject to the very different reason of operating personnel, cause producing many construction problems, for example: the increase mould material is torn loss rate, quick-fried mould open, template is crooked seriously makes the construction period prolong etc.
In addition, in the engineering of building ditch, the ditch that internal diameter is 80 centimetres, its excavation earth just needs greater than the wide quantity in twice ditch, then organize ditch wall outside the ditch, wire-tie, organize two abutment wall moulds in the upright ditch, grouting, etc. concrete reach certain intensity, form removal, then group shop ditch cover mold, prick operculum colpi reinforcing bar, grouting, the earth that dig out last just both sides, backfill ditch, the so long engineering time, if meet heavy rain in construction period then can become big puddle, passerby's safety will be affected, and will prolong the time of completion.
The utility model content
The purpose of this utility model is to provide a kind of building structure of exempting from form removal, and it can make the building structure of exempting from form removal no longer need to take time and build timber shuttering again, thereby can reduce manpower, reduction of erection time.
For reaching above-mentioned purpose, solution of the present utility model is:
A kind of building structure of exempting from form removal comprises:
One panel has most excessive mud portions;
Two reticulate bodies, at interval around a grouting space, this panel is fixed in an order wherein reticulate body, and each reticulate body includes most roots longitudinal strengthening muscle and most root horizontal reinforcing steel side by side side by side, described longitudinal strengthening muscle is formed with a node with mutual each junction in length and breadth of horizontal reinforcing steel, simultaneously, order is wherein arranged each longitudinal strengthening muscle longitudinal strengthening cross dystopia of muscle and tendon position corresponding with another reticulate body of a reticulate body;
The flexible connection strap of most roots, the S-shaped state of each connection strap connects described two reticulate bodies, and utilize the connection of connection strap, and make each node and another reticulate body to should node be connected near two nodes, simultaneously, make each node all can be affixed by the connection straps of at least two different trends.
A kind of building structure of exempting from form removal comprises:
One panel has most excessive mud portions;
Two reticulate bodies, at interval around a grouting space, this panel is fixed in an order wherein reticulate body, and each reticulate body includes most roots longitudinal strengthening muscle and most root horizontal reinforcing steel side by side side by side, described longitudinal strengthening muscle is formed with a node with mutual each junction in length and breadth of horizontal reinforcing steel, simultaneously, wherein each horizontal reinforcing steel horizontal reinforcing steel dislocation arrangement corresponding with another reticulate body of a reticulate body of order;
The flexible connection strap of most roots, the S-shaped state of each connection strap connects described two reticulate bodies, and utilize the connection of connection strap, and make each node and another reticulate body to should node be connected near two nodes, simultaneously, make each node all can be affixed by the connection straps of at least two different trends.
Further, also comprise another panel, another reticulate body that is not fixed in described panel is fixed on this panel.
Further, each panel all has a panel body, and each excessive mud portion has the dag that extend away from this grouting space from this panel body in an excessive mud hole of running through this panel body,, and one vertically extends and towards the mudflap in this excessive mud hole from this dag.
Further, this panel also has most and is recessed to form in the longitudinal fixed groove of this panel body, and most crosswise fixed portions that are formed at this panel body, each longitudinal fixed groove is for longitudinal strengthening muscle location that stretches through, each crosswise fixed portion has a transverse opening, and most the fixation wall that connect these corresponding both sides of transverse opening respectively, and each crosswise fixed portion is for horizontal reinforcing steel location that stretches through.
Further, wherein each horizontal reinforcing steel horizontal reinforcing steel dislocation arrangement corresponding with another reticulate body of a reticulate body of order.
Further, be fixed in two connection straps on each node, this two connection strap is to be fixed in described horizontal reinforcing steel symmetrically.
Therefore, effect of the present utility model is: utilize panel to replace timber shuttering, and cooperation reticulate body and connection strap, make the building structure of exempting from form removal no longer need to take time and build timber shuttering again, so application on traditional manpower, will reduce greatly, and most building structure all can be finished outward in advance at the construction field (site), add the tradition such as whole powder light that no longer need the frame timber shuttering, tear timber shuttering open, wait for after concrete is formed and need the form of construction work of timber shuttering, will be shortened in the date of tradition completion.
Description of drawings
Fig. 1 is longitudinal plan, illustrates that the utility model exempts from first preferred embodiment of the building structure of form removal;
Fig. 2 is partial enlarged drawing, and a panel and a reticulate body of this first preferred embodiment is described;
Fig. 3 is the view that is similar to Fig. 2;
Fig. 4 is the drawing in side sectional elevation of this first preferred embodiment;
Fig. 5 is the drawing in side sectional elevation after this first preferred embodiment grouting;
Fig. 6 is the longitudinal plan of second preferred embodiment of the present utility model;
Fig. 7 is the longitudinal plan after this second preferred embodiment grouting;
Fig. 8 is the longitudinal plan of the 3rd preferred embodiment of the present utility model;
Fig. 9 is the drawing in side sectional elevation of the 4th preferred embodiment of the present utility model.
[primary clustering symbol description]
11 dual platen element of construction, 12 single sided board element of construction
2 main muscle 21 vertical sections
22 horizontal segments, 3 panels
31 excessive mud portions, 311 excessive mud holes
312 dags, 313 mudflaps
32 panel bodies, 33 node openings
34 longitudinal fixed grooves, 35 crosswise fixed portions
351 transverse openings, 352 fixation wall
4 reticulate bodies, 41 longitudinal strengthening muscle
42 horizontal reinforcing steel 43 nodes
5 grouting spaces, 6 connection straps
7 Polypropylence Sheets, 8 support members
9 stirrups.
The specific embodiment
In order further to explain the technical solution of the utility model, the utility model is elaborated below by specific embodiment.
Consult Fig. 1 and Fig. 2, the utility model is exempted from first preferred embodiment of the building structure of form removal, is applicable to the wall with main muscle 2, mainly is to see required strength of wall body but in fact need or not with main muscle 2.This first preferred embodiment is that a pair of panel construction unit 11 comprises: two have panel 3, two reticulate bodies 4 and the flexible connection strap 6 of most root of most excessive mud portions 31, and reticulate body 4 and reticulate body 4 make main muscle 2 be positioned at grouting space 5 at interval around a grouting space 5.
Two reticulate bodies 4 are individually fixed in a panel 3, and each reticulate body 4 includes most roots longitudinal strengthening muscle 41 side by side, with most roots horizontal reinforcing steel 42 side by side, and longitudinal strengthening muscle 41 has been connected to form many nodes 43 mutually in length and breadth with horizontal reinforcing steel 42, and at each node 43 places spot welding longitudinal strengthening muscle 41 and horizontal reinforcing steel 42, order wherein each longitudinal strengthening muscle 41 and another reticulate body 4 corresponding longitudinal strengthening muscle 41 dislocation of a reticulate body 4 is arranged, and wherein each horizontal reinforcing steel 42 and another reticulate body 4 corresponding horizontal reinforcing steels 42 of a reticulate body 4 arrangement that misplaces.Particularly, longitudinal strengthening muscle 41 be the reinforcing bar of 0.6 centimetre of diameter with horizontal reinforcing steel 42, is spaced apart 10 centimetres between the longitudinal strengthening muscle 41 of each reticulate body 4, and the interval between the horizontal reinforcing steel 42 also is 10 centimetres.
Each connection strap 6 S-shaped connection two reticulate body 4, each node 43 and another reticulate body 4 and this node 43 two adjacent nodes 43 are connected, and each connection strap 6 is walked around node 43 and is fixed on this node 43 again, with neither being fixed in each node 43 with the connection strap 6 of trend season, this trend is as illustrated in fig. 4 towards two different oblique windings, and the connection strap 6 of two different trends is to be fixed in described horizontal reinforcing steel 42 symmetrically, even the structure that dual platen element of construction 11 forms as the beam that spreads out.Particularly, connection strap 6 is reinforcing bars of 0.3 centimetre of diameter.
Consult Fig. 3 and Fig. 4, further specify the trend of each connection strap 6.Be fixed in two connection straps 6 of each node 43, wherein a connection strap 6 is welded in longitudinal strengthening muscle 41, one connection straps 6 and is welded in horizontal reinforcing steel 42, and is welded in the connection strap 6 of longitudinal strengthening muscle 41, in cross section as shown in Figure 4, be wound in 4 of two reticulate bodies back and forth with S shape; Be welded in the connection strap 6 of horizontal reinforcing steel 42, vertical section as shown in Figure 1 then twines back and forth in that 4 of two reticulate bodies are S-shaped.
Consult Fig. 5, this first preferred embodiment need not made at building-site, can outside building-site, complete in advance, transporting to building-site then cooperates heavy-duty machine tool crane to install again, then do not need to install template die yet, namely can directly be in the milk, and the cement mortar that will flow out from mud hole 311 (see figure 2)s of overflowing in grouting is that datum is floating with mudflap 313, namely reach the effect of whole powder light, such practice saves time than prior art because need not wait until concrete form after making cement mortar powder light; In addition, the later all assemblies of completion all will become the part of main structure body.
Consult Fig. 6, second preferred embodiment of the present utility model is applicable to the ditch, and it comprises two spaced dual platen element of construction 11, but is positioned at inboard two panels 3 height less than the two panels 3 in the outside; This second preferred embodiment also comprises main muscle 2 and one deck Polypropylence Sheet 7 that one group of vertical section takes the shape of the letter U, main muscle 2 comprises two vertical sections 21 parallel to each other, and the horizontal segment 22 of a connection two vertical sections 21, two dual platen element of construction 11 respectively are arranged on the vertical section 21, make vertical section 21 be positioned at grouting space 5; Polypropylence Sheet 7 is coated on outside two outer side panels 3 and the horizontal segment 22.As first preferred embodiment, second preferred embodiment also can be made outside building-site in advance, what deserves to be mentioned is in addition, because when construction, do not need to use timber shuttering, and prior art need all be erected supporter inside and outside the ditch, and only need support member 8 to be resisted against between the two dual platen element of construction 11, so do not need 80 centimetres of wide ditches of picture prior art, will dig out the big Tu Gou of ditch body twice approximately during construction, this second preferred embodiment is about space that only needs many 8 ~ 10 centimetres then.Will this second preferred embodiment put into native ditch fixing after, namely the space is simultaneously irritated husky and simultaneously pours water, make fine sand sturdy.
Consult Fig. 7, this second preferred embodiment is spread toward inboard two panels 3 with the cement sand of doing in grouting simultaneously, and the mud that overflows from inboard two panels 3 can be blotted and powder light fast; And from the mud that outside two panels 3 is overflowed, then because the coating of Polypropylence Sheet 7 also reaches the effect of powder light naturally, form dual topping.In addition, can select not the panel 3 in two outsides that the mud portion 31 of overflowing is set, the panel 3 that is to say two outsides does not have excessive mud portion 31 yet.
Consult Fig. 8, the 3rd preferred embodiment of the present utility model is applicable to floor, it comprises a single sided board element of construction 12, the assembly of single sided board element of construction 12 and dual platen element of construction 11 are roughly the same, its difference only is: a pair of panel construction unit 11 has two panels 3, and 12 of single sided board element of construction have a panel 3, and just wherein a reticulate body 4 is not affixed with panel 3.And in the practical application of this 3rd preferred embodiment, this is not fixed in the reticulate body 4 of panel 3, will directly utilize the arrangement of reinforcement that is used for floor originally to be used as this reticulate body 4.
Consult Fig. 9, the 4th preferred embodiment of the present utility model is applicable to the post with main muscle 2 and stirrup 9, and main muscle 2 will constitute the structure that a cross section is square with stirrup 9; In addition, it is noted that herein Fig. 9 in order to make the succinct and convenient explanation of drawing, has omitted the modular construction of some thin portions, the modular construction of seeing thin portion if desired clearly can be with reference to figure 1.This 4th preferred embodiment comprises all around around the single sided board element of construction 12 of main muscle 2 with stirrup 9, the reticulate body that is not fixed in panel 34 of each single sided board element of construction 12, the square structure body one side that will be fixed in respectively main muscle 2 and stirrup 9 are formed, and be fixed in panel 3 reticulate body 4 be wider than the wide of the reticulate body 4 that is not fixed in panel 3.Similarly, also single sided board element of construction 12 can be applied to beam, the basic difference on beam and post arrangement of reinforcement, be that mainly beam is three structures of vertical section U font, and the post square four sides structure that is the cross section, so beam only need be used three single sided board element of construction 12.
Each preferred embodiment of the present utility model, all implement by building acts, and in first preferred embodiment, because the longitudinal strengthening muscle of reticulate body 4 41 is with laterally reinforcing steel 42 arrangements are quite tight, so when the wall of previous technology need be used main muscle 2 more than two-layer, after using this first preferred embodiment, reticulate body 4 can bring extra intensity for wall, can reduce the consumption of one deck master muscle 2, and can not reduce integral intensity, that is to say one deck master muscle 2 materials that former previous technology will be able to be used, is the material of reticulate body 4 then use.
In sum, the utility model makes builds wall, ditch, beam column, floor, the timber shuttering of using when no longer needing the tradition construction, thereby need not use the plank die worker, so application on traditional manpower, will reduce greatly, and most building structure all can be finished outward in advance at the construction field (site), add the whole powder light that no longer needs the frame timber shuttering, tear timber shuttering open, wait for after concrete is formed etc. tradition and need the form of construction work of timber shuttering, will shorten in the date of tradition completion, so can reach the purpose of this utility model really.
Above-described embodiment and graphic and non-limiting product form of the present utility model and style, any person of an ordinary skill in the technical field all should be considered as not breaking away from patent category of the present utility model to its suitable variation or modification of doing.
Claims (7)
1. a building structure of exempting from form removal is characterized in that, comprises:
One panel has most excessive mud portions;
Two reticulate bodies, at interval around a grouting space, this panel is fixed in an order wherein reticulate body, and each reticulate body includes most roots longitudinal strengthening muscle and most root horizontal reinforcing steel side by side side by side, described longitudinal strengthening muscle is formed with a node with mutual each junction in length and breadth of horizontal reinforcing steel, simultaneously, order is wherein arranged each longitudinal strengthening muscle longitudinal strengthening cross dystopia of muscle and tendon position corresponding with another reticulate body of a reticulate body;
The flexible connection strap of most roots, the S-shaped state of each connection strap connects described two reticulate bodies, and utilize the connection of connection strap, and make each node and another reticulate body to should node be connected near two nodes, simultaneously, make each node all can be affixed by the connection straps of at least two different trends.
2. a building structure of exempting from form removal is characterized in that, comprises:
One panel has most excessive mud portions;
Two reticulate bodies, at interval around a grouting space, this panel is fixed in an order wherein reticulate body, and each reticulate body includes most roots longitudinal strengthening muscle and most root horizontal reinforcing steel side by side side by side, described longitudinal strengthening muscle is formed with a node with mutual each junction in length and breadth of horizontal reinforcing steel, simultaneously, wherein each horizontal reinforcing steel horizontal reinforcing steel dislocation arrangement corresponding with another reticulate body of a reticulate body of order;
The flexible connection strap of most roots, the S-shaped state of each connection strap connects described two reticulate bodies, and utilize the connection of connection strap, and make each node and another reticulate body to should node be connected near two nodes, simultaneously, make each node all can be affixed by the connection straps of at least two different trends.
3. building structure of exempting from form removal as claimed in claim 1 or 2 is characterized in that: also comprise another panel, another reticulate body that is not fixed in described panel is fixed on this panel.
4. building structure of exempting from form removal as claimed in claim 1 or 2, it is characterized in that: each panel all has a panel body, and each excessive mud portion has the dag that extend away from this grouting space from this panel body in an excessive mud hole of running through this panel body,, and one vertically extends and towards the mudflap in this excessive mud hole from this dag.
5. building structure of exempting from form removal as claimed in claim 1 or 2, it is characterized in that: this panel also has most and is recessed to form in the longitudinal fixed groove of this panel body, and most crosswise fixed portions that are formed at this panel body, each longitudinal fixed groove is for longitudinal strengthening muscle location that stretches through, each crosswise fixed portion has a transverse opening, and most the fixation wall that connect these corresponding both sides of transverse opening respectively, and each crosswise fixed portion is for horizontal reinforcing steel location that stretches through.
6. building structure of exempting from form removal as claimed in claim 1 is characterized in that: wherein each horizontal reinforcing steel horizontal reinforcing steel dislocation arrangement corresponding with another reticulate body of a reticulate body of order.
7. building structure of exempting from form removal as claimed in claim 1 or 2 is characterized in that: be fixed in two connection straps on each node, this two connection strap is to be fixed in described horizontal reinforcing steel symmetrically.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW100220365U TWM428973U (en) | 2011-10-28 | 2011-10-28 | Building structure with stay-in-place mould |
| TW100220365 | 2011-10-28 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203066232U true CN203066232U (en) | 2013-07-17 |
Family
ID=46550135
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012104089462A Pending CN103088942A (en) | 2011-10-28 | 2012-10-24 | Building structure without form removal |
| CN2012205474706U Expired - Fee Related CN203066232U (en) | 2011-10-28 | 2012-10-24 | Building structure without form removal |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012104089462A Pending CN103088942A (en) | 2011-10-28 | 2012-10-24 | Building structure without form removal |
Country Status (7)
| Country | Link |
|---|---|
| US (1) | US20130104492A1 (en) |
| JP (1) | JP3180817U (en) |
| CN (2) | CN103088942A (en) |
| HK (1) | HK1170110A2 (en) |
| MY (1) | MY168167A (en) |
| SG (1) | SG189664A1 (en) |
| TW (1) | TWM428973U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103088942A (en) * | 2011-10-28 | 2013-05-08 | 洪燕清 | Building structure without form removal |
| CN111364664A (en) * | 2020-04-03 | 2020-07-03 | 河南绿建建筑科技有限公司 | Construction process for bottom die steel truss floor support plate without disassembly |
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| EP2236686A1 (en) * | 2009-04-03 | 2010-10-06 | F.J. Aschwanden AG | Reinforcing element for absorbing forces in concrete slabs in the area of supporting elements |
| KR20150051434A (en) * | 2013-11-04 | 2015-05-13 | 삼성물산 주식회사 | RC Solid Section Column by Triangular Reinforcing Bar Details and Construction Method Thereof |
| CN104295002B (en) * | 2014-09-17 | 2016-06-29 | 华南理工大学 | Inside set height strengthening regenerative mixed steel pipe concrete Column under Axial Load and the construction technology of local restriction |
| CN104631706B (en) * | 2015-02-16 | 2017-07-18 | 吴方伯 | One kind exempts from form removal concrete column and its construction method |
| ITUB20153903A1 (en) * | 2015-03-09 | 2017-03-25 | Sergio Marinelli | PREFABRICATED PANEL FORMWORK, WHICH CAN BE USED IN THE CONSTRUCTION OF BUILDINGS AND GARDENS. |
| CN105256947B (en) * | 2015-09-24 | 2017-05-17 | 广州建筑股份有限公司 | Method for constructing recycled mixed concrete beams and slabs |
| ITUB20169999A1 (en) * | 2016-01-14 | 2017-07-14 | Flex House Srl | PANEL FOR CASSERO TO LOSE FOR THE CONSTRUCTION OF WALLS AND DRAWER TO LOSE INCLUDING THIS PANEL |
| CN106948519A (en) * | 2017-05-16 | 2017-07-14 | 李美能 | Packaging type composite performance building dismantling-free formwork |
| CN108661241B (en) * | 2018-05-28 | 2020-05-15 | 山东建筑大学 | Concrete column with steel plate mesh sleeved outside and manufacturing method thereof |
| CN111441513A (en) * | 2020-04-29 | 2020-07-24 | 黑龙江宇辉新型建筑材料有限公司 | Cast-in-place concrete wall body combining truss reinforcing steel bars and steel plates and construction method |
| EP4086197A1 (en) * | 2021-05-03 | 2022-11-09 | Franz Christian Schreiner | Element for forming a wood storage system |
| CN113818615A (en) * | 2021-11-01 | 2021-12-21 | 辰泰(广德)智能装配建筑股份有限公司 | Fabricated roof, construction method using fabricated roof and building structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3559355A (en) * | 1966-03-10 | 1971-02-02 | Inland Ryerson Construction Pr | Building construction system and components therefor |
| US4418463A (en) * | 1980-05-19 | 1983-12-06 | Ogden Structural Products, Inc. | Method of fabricating a composite structure of concrete and steel metwork |
| US5528876A (en) * | 1994-05-09 | 1996-06-25 | Lu; Sin-Yuan | Wall structure for buildings |
| FR2800112B1 (en) * | 1999-10-22 | 2002-05-24 | Philippe Durand | CONCRETE WALL FRAME |
| US6295770B1 (en) * | 1999-12-29 | 2001-10-02 | Chyi Sheu | Steel frame building structure |
| CN1411946A (en) * | 2001-10-16 | 2003-04-23 | 潘旭鹏 | Steel wire frame structure, welding forming mould and its technological process |
| WO2004042163A2 (en) * | 2002-10-30 | 2004-05-21 | Blastcrete Equipment Company | Wire mesh screed |
| TW200712300A (en) * | 2005-09-06 | 2007-04-01 | Chien-Tsung Chen | Permanent form for replacing fixed surface layer of building structure |
| CN101566004B (en) * | 2009-05-26 | 2011-01-05 | 纪瑞星 | Concrete template |
| TWM428973U (en) * | 2011-10-28 | 2012-05-11 | Yan-Qing Hong | Building structure with stay-in-place mould |
-
2011
- 2011-10-28 TW TW100220365U patent/TWM428973U/en not_active IP Right Cessation
-
2012
- 2012-10-24 CN CN2012104089462A patent/CN103088942A/en active Pending
- 2012-10-24 US US13/659,880 patent/US20130104492A1/en not_active Abandoned
- 2012-10-24 CN CN2012205474706U patent/CN203066232U/en not_active Expired - Fee Related
- 2012-10-24 SG SG2012079216A patent/SG189664A1/en unknown
- 2012-10-25 HK HK12110670.2A patent/HK1170110A2/en not_active IP Right Cessation
- 2012-10-25 MY MYUI2012004749A patent/MY168167A/en unknown
- 2012-10-26 JP JP2012006525U patent/JP3180817U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103088942A (en) * | 2011-10-28 | 2013-05-08 | 洪燕清 | Building structure without form removal |
| CN111364664A (en) * | 2020-04-03 | 2020-07-03 | 河南绿建建筑科技有限公司 | Construction process for bottom die steel truss floor support plate without disassembly |
Also Published As
| Publication number | Publication date |
|---|---|
| HK1170110A2 (en) | 2013-02-15 |
| CN103088942A (en) | 2013-05-08 |
| JP3180817U (en) | 2013-01-10 |
| TWM428973U (en) | 2012-05-11 |
| SG189664A1 (en) | 2013-05-31 |
| MY168167A (en) | 2018-10-11 |
| US20130104492A1 (en) | 2013-05-02 |
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