CN201972393U - Dismantling-free precast reinforced concrete template with crossed holes inside - Google Patents

Dismantling-free precast reinforced concrete template with crossed holes inside Download PDF

Info

Publication number
CN201972393U
CN201972393U CN2010206201745U CN201020620174U CN201972393U CN 201972393 U CN201972393 U CN 201972393U CN 2010206201745 U CN2010206201745 U CN 2010206201745U CN 201020620174 U CN201020620174 U CN 201020620174U CN 201972393 U CN201972393 U CN 201972393U
Authority
CN
China
Prior art keywords
template
reinforced concrete
precast reinforced
hole
precast
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 - Lifetime
Application number
CN2010206201745U
Other languages
Chinese (zh)
Inventor
侯建群
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ZHONGQINGDA TECHNOLOGY CO., LTD.
Original Assignee
Architectural Design and Research Institute of Tsinghua University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Architectural Design and Research Institute of Tsinghua University filed Critical Architectural Design and Research Institute of Tsinghua University
Priority to CN2010206201745U priority Critical patent/CN201972393U/en
Application granted granted Critical
Publication of CN201972393U publication Critical patent/CN201972393U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Rod-Shaped Construction Members (AREA)

Abstract

The utility model relates to a dismantling-free precast reinforced concrete template with crossed holes inside and a manufacturing method. The template adopts a reinforced concrete precast plate, a row of longitudinal through holes and a row of transverse through holes are arranged in the reinforced concrete precast plate to form a crossed passageway, and the longitudinal through holes are parallel with the surface. Most of work for assembling reinforcement in construction site is arranged in a factory for finishing, so the manpower can be saved, the construction speed is increased, and the construction cost of houses is reduced.

Description

The precast reinforced concrete form that cross bore is arranged in a kind of free removal
Technical field
The utility model belongs to the building form technical field, particularly is used for the prefabricated intersection pore-forming concrete hollow formwork structure design with ribbing of cast-in-situ reinforced concrete structure free removal.
Background technology
At present, cast-in-situ reinforced concrete structure uses steel form or plank, bamboo offset plate, plastic plate etc. and steel framework gang form system pour concrete mostly.The first reinforcing bar of on-the-spot binding structural member in batches during construction, above-mentioned template is installed in splicing at the scene then, and Cast-in-place concrete treats that concrete solidifies the hard back of knot form removable again.This job practices operation is more, and the site work amount can not be reused for a long time than big and segment template, causes waste of material.
In addition, also existingly contain vertically the free removal template of square hole side by side with what plastics or gypsum were made.The pour concrete rear pattern plate is separated into one by one independently square column to concrete, rather than a concrete integral body.Therefore, utilize this template can only build low-rise building, be not suitable for building high-story house, use less at present.
Summary of the invention
The purpose of this utility model is to solve the deficiency that the full cast-in-situ reinforced concrete structure of tradition props up template, form removal complex procedures, provide a kind of free removal in the precast reinforced concrete form of cross bore is arranged.With the job site assembling reinforcement and most of job placement in factory, finish, can save artificial, accelerate speed of application, reduce the house building cost.
The precast reinforced concrete form that cross bore is arranged in a kind of free removal that the utility model proposes, this template adopts the steel bar concrete precast plate, it is characterized in that, has a row vertical perforated holes parallel with the surface in the described steel bar concrete precast plate, with a horizontal row to perforated holes, form cross aisle.
Described steel bar concrete precast plate can be coupling beam template, beam forms or model of the column, and described reinforcing cage can and be fixed into holistic many longitudinal reinforcements with all stirrups by the lateral tie of a plurality of arrangements and form.
Characteristics of the present utility model and beneficial effect:
1 factory process make free removal in when the precast reinforced concrete form of cross bore is arranged, about steel bar stress of 70% to 80% is placed in the prefab form because template is produced in factory, construction quality and plate surface evenness easily guarantee.Utilize prior art can in factory, produce in enormous quantities free removal in the precast reinforced concrete form of cross bore is arranged, form industrialization.
Free removal in the precast reinforced concrete form of cross bore is arranged is the smaller units plate, be convenient to long-distance transport.There is the precast reinforced concrete form of cross bore to can be made into little piecemeal in the free removal, do not need goliath during lifting.
3. can realize that every layer of house wall template and floor template once support finishes, and Cast-in-place concrete is accelerated speed of application then.Significantly reduced the workload of assembling reinforcement at the construction field (site).Can reduce workload and difficulty of construction that the job site template supports.Reduce working strength of workers.The precast reinforced concrete form that cross bore is arranged in the free removal is the part of primary structure member, can save the form removable operation.Because template itself has certain intensity, after the cast of this layer concrete finishes, descend one deck construction at once, can shorten the house building cycle.
Description of drawings
Fig. 1 a is the wall form schematic diagram of the utility model embodiment 1;
Fig. 1 b is the interior reinforcing cage schematic diagram of the wall form of present embodiment 1;
Fig. 1 c is building (room) the cover mold plate schematic diagram of present embodiment 1.
Fig. 2 a is the mould schematic diagram () that making embodiment 1 body of wall, building (room) cover mold plate are used;
Fig. 2 b is the mould schematic diagram (two) that making embodiment 1 body of wall, building (room) cover mold plate are used.
Fig. 3 a is the T shape column template schematic diagram of the utility model embodiment 2;
Fig. 3 b is the interior reinforcing cage schematic diagram of the T shape column template of embodiment 2.
Fig. 4 a is the mould schematic diagram () that the T shape column template of making embodiment 2 is used;
Fig. 4 b is the mould schematic diagram (two) that the T shape column template of making embodiment 2 is used.
Fig. 5 a is the L shaped column template schematic diagram of embodiment 2;
Fig. 5 b is the interior reinforcing cage schematic diagram of the L shaped column template of embodiment 2.
Fig. 6 a is the cross section column template schematic diagram of embodiment 2;
Fig. 6 b is the interior reinforcing cage schematic diagram of the cross section column template of embodiment 2.
Fig. 7 a is the coupling beam template schematic diagram of the utility model embodiment 3;
Fig. 7 b is the interior reinforcing cage schematic diagram of the coupling beam template of embodiment 3;
Fig. 7 c is the coupling beam template A-A cut-away view of embodiment 3.
Fig. 8 a is the mould schematic diagram () that the coupling beam template of making embodiment 3 is used;
Fig. 8 b is the mould schematic diagram (two) that the coupling beam template of making embodiment 3 is used.
Fig. 9 a is the beam forms schematic diagram of embodiment 3.
Fig. 9 b is the interior reinforcing cage schematic diagram of the beam forms of embodiment 3;
Fig. 9 c is the beam forms A-A cut-away view of embodiment 3.
Figure 10 a is the column template schematic diagram of embodiment 3;
Figure 10 b is the interior reinforcing cage schematic diagram of the column template of embodiment 3.
The specific embodiment
Below in conjunction with drawings and Examples, the utility model is described in detail.
Embodiment 1 is for there being the precast reinforced concrete form of cross bore in a kind of plane free removal, this template adopts the prefabricated flat board of steel bar concrete, as shown in Figure 1a, in prefabricated dull and stereotyped 11 the plane of this steel bar concrete, have a vertical perforated holes 12 of row and a horizontal row to perforated holes 13; Be arranged on the reinforcing cage 16 in this steel bar concrete precast plate 11, this reinforcing cage 16 is by the longitudinal reinforcement 161 of many arrangements and reinforcing bar is fixed into holistic a plurality of lateral tie 162 forms, shown in Fig. 1 b; Also comprise being arranged on this steel bar concrete precast plate 11 groove 14 of side all around, the installation suspension ring 15 of a side of this steel bar concrete precast plate are set; The diameter range of described vertical perforated holes is (generally speaking, to get the thickness of slab size and subtract 60mm between the 60mm to 300mm.For example, during thickness of slab 200mm, vertically the perforated holes diameter is 140mm).The diameter range of this horizontal perforated holes is 40mm to 280mm (generally speaking, the diameter dimension of getting vertical perforated holes subtracts 20mm).This precast plate is generally as wall form.
Also can vertically have many row's plate face 17 (only in the perforate of template upper surface, not running through at the bottom of the plate) of hole on a surface of this steel bar concrete precast plate, shown in Fig. 1 c, this precast plate is generally as building (room) cover mold plate.
The preparation method of the foregoing description 1 may further comprise the steps:
1) on the precast plate production site, according to the dimensional requirement of building, adopt 22, two backform steel bars 23 of one flat plate bed die steel plate 21, two groups mould steel bar, many long to preformed hole steel pipe 24 and many short preformed hole steel pipes 25 as mold component, as shown in Figure 2; Wherein, this group's mould 22 and backform 23 are the U-type strip steel that both sides have outer rim, and on the bottom surface, have the row via holes 221 (diameter range of described hole be 40mm to 280mm) vertical with the bottom surface, (Fig. 2 a) for 231 (diameter range of described hole is 60mm to 300mm), this length is opened the row perforated holes 241 vertical with tube wall on the tube wall of steel pipe 24, the diameter of the hole 231 that this length is opened on the diameter of steel pipe 24 and backform 23 is identical, long diameter to the perforated holes of opening on the steel pipe 24 241 with help mould 22 on the diameter of the hole 221 opened identical; The diameter of this short preformed hole steel pipe 25 and the diameter identical (Fig. 2 b) of growing the perforated holes of on steel pipe 24, opening 241.
If (as wall form, the length of group's mould 22 is height of wall form, and the height of group's mould 22 is the thickness of wall form.If as building (room) cover mold plate, the length of group's mould 22 is spans of building (room) cover mold plate, and the height of group's mould 22 is the thickness of building (room) cover mold plate.The height of backform 23 equates with the height of group's mould 22)
2) will help that mould 22 and backform 23 is vertical mutually, the termination alignment is placed on the bed die 21 and forms mould, (Fig. 1 b) is placed on the bed die 21 with reinforcing cage 16, and installation suspension ring 15.Many are longly penetrated to the hole 231 of preformed hole steel pipe 24 from a side backform 23, and the gap by reinforcing cage 16 penetrates in the hole of opposite side backform again; Again the hole 221 of many short preformed hole steel pipes 25 from a lateral wall mould 22 penetrated, pass the hole of another lateral wall mould 22 by the gap of reinforcing cage again;
3) pour concrete in from bed die 21 tops toward mould, the concrete upper surface is concordant with the backform epithelium with the group mould, treat concrete as yet all knot hard before, extract short preformed hole steel pipe 25 earlier out, form the lateral direction penetrating hole 13 of template, extract length again out, form vertical perforation hole 12 of template to preformed hole steel pipe 24.
4) dismantle after mold component 21,22 and 23, just formed the plane free removal in the precast reinforced concrete form of cross bore is arranged.
Said method also can comprise: 5) use super hole cutter to form plate face 17 (Fig. 1 c) in the boring of template 11 upper surfaces.
Above-mentioned prefabricated free removal wall form, building (room) cover mold plate can also utilize existing manufacturing technique (existing manufacturing technique can be produced the plate that only has a direction hole) preparation method to add and transform, folk prescription is only arranged on the plate of hole what produce, get out hole in a row with super hole cutter in the vertical direction of original hole, the precast reinforced concrete form of cross bore is arranged in final the formation.
Embodiment 2 is for there being the precast reinforced concrete form of cross bore in the free removal of a kind of T shape post, it is the steel bar concrete precast plate 31 of T shape that this template adopts cross section, shown in Fig. 3 a, have vertical perforated holes 32 in this template, level has and connects hole 33 in the template, (left side, T shape column template five limit, the right side, the front, upper surface, soffit) all fluted 34, be provided with template suspension ring 35 when being used for construction and installation at upper surface, in column template, be provided with reinforcing cage 36, this reinforcing cage 36 is by many longitudinal reinforcements 361, a plurality of lateral ties 362 (T u stirrup u) are formed, shown in Fig. 3 b.The vertical height of T shape column template is about 2400mm to 5000mm (being generally the floor height of building), and the thickness on each limit of T shape column template is about 140mm to 360mm (general identical with wall form thickness).
The preparation method of the foregoing description 2 may further comprise the steps:
1) on the precast plate production site, dimensional requirement according to building, adopt 41, two symmetrical mutually 42, three groups of right angle bed die mould steel bars 43 of one flat plate bed die steel plate, two (up and down) backform T steel bars 44, many long to preformed hole steel pipe 45, and many shorts are reserved steel pipe 46, ultrashort preformed hole steel pipe 47, as mold component, shown in Fig. 4 a and Fig. 4 b.Wherein, this group's mould 43 has the U-type strip steel of outer rim for both sides, T shape backform 44 has continuous the forming of U-type strip steel of outer rim for both sides, (Fig. 4 a) also has a plurality of square holes 442 at last backform 44, and this square hole is used for pour concrete and uses all to have a round hole 431 (diameter range of described hole is 40mm to 280mm), 441 (diameter range of described hole is between the 60mm to 300mm) on this group's mould 43 and the backform 44.This length is opened row's perforated holes 451 on the tube wall of steel pipe 45, the diameter of the hole 441 that this length is opened on the diameter of steel pipe 45 and backform 44 is identical, grow to the diameter of the perforated holes of opening on the steel pipe 45 451 with help mould 43 on the diameter of the hole 431 opened identical; The diameter of this short preformed hole steel pipe 46 is identical with the diameter of the long perforated holes of opening on steel pipe 45 451; The diameter identical (Fig. 4 b) of the diameter of ultrashort steel pipe 47 and short steel pipe 46.The length of post bed die 41, symmetrical right angle bed die 42 and group's mould is the height of column template, and the height of group's mould is the thickness of column template.
2) will descend backform 44 and help mould 43 vertical mutually, the termination alignment, vertical mutually with bed die 41,42 again, termination alignment composition T shape mould, (Fig. 3 b) is placed in the mould with reinforcing cage 36, and suspension ring 15 are installed, and buckles backform 44 again.Many are longly penetrated from last backform 44 holes 441 to preformed hole steel pipe 45, gap by reinforcing cage penetrates in the hole of backform under the opposite side again, the hole 431 of many short preformed hole steel pipes 46 from a lateral wall mould 43 penetrated, pass the hole of another lateral wall mould 43 again by the gap of reinforcing cage, again that many ultrashort steel pipes 47 are vertical with short steel pipe 46, penetrate from the hole 431 of group's mould 43, the gap by reinforcing cage withstands on long on the preformed hole steel pipe.
3) pour concrete in from last backform perforate 442 toward mould, before treating that concrete is all tied firmly as yet, extract short preformed hole steel pipe 46 and ultrashort earlier out to preformed hole steel pipe 47, form the lateral direction penetrating hole 33 of column template, extract length again out to preformed hole steel pipe 45, (Fig. 3 a) for vertical perforation hole 32 of formation column template.
4) dismantle after the mould 41,42,43,44, just formed periphery have groove 34 the free removal of T shape post in the precast reinforced concrete form of cross bore is arranged.
It is L shaped also can producing cross section according to above-mentioned similar preparation method, the cross wall form, as Fig. 5, shown in 6, wherein, L shaped wall form structure embodiment is shown in Fig. 5 a and Fig. 5 b, present embodiment comprise the L shaped column template 51 of prefabricated reinforced concrete, be arranged on the vertical perforated holes 52 in the template, level in the template connects hole 53, (left side, L shaped post wall form four limit, the front, upper surface, soffit) groove 54, template suspension ring 55 when being used for construction and installation, and be arranged in the L shaped post wall form by longitudinal reinforcement 561 and interiorly laterally join the reinforcing cage 56 that stirrup 562 is formed.
The prefabricated reinforced concrete cross section column template 61 that cross bore is arranged in the utility model free removal, structure embodiment is shown in Fig. 6 a and Fig. 6 b, comprise the precast reinforced concrete form of cross section column, be arranged on the vertical perforated holes 62 in this template, level in the template connects hole 63, the groove 64 of cross section column template hexagon (left side, right side, front, back, upper surface, soffit), template suspension ring 65 when being used for construction and installation, and be arranged in this column template by longitudinal reinforcement 661 and laterally join the reinforcing cage 66 that stirrup 662 (cross stirrup) is formed.
In like manner, can also constitute cross section for the precast reinforced concrete form of cross bore is arranged in the free removals such as circle, polygon, sector, irregular cross.
Embodiment 3 is for there being the prefabricated reinforced concrete coupling beam template 71 of cross bore in a kind of free removal, this template adopts the prefabricated coupling beam of steel bar concrete, has vertical perforation hole 72 and level and connect hole 73 in this coupling beam template 71, shown in Fig. 7 c; Be arranged on the groove 74 of three of coupling beam templates, shown in Fig. 7 a; Be arranged on the reinforcing cage 76 in the coupling beam template, this reinforcing cage 76 is by many longitudinal reinforcements 761 and will indulge muscle 761 and be fixed into holistic a plurality of lateral tie 762 and form, shown in Fig. 7 b.Stirrup 762 1 ends expose, can be as suspension ring are installed.The length of coupling beam template generally is about the door and window hole size and adds 600mm, and the height of coupling beam template is that the door and window hole epithelium is very little to the underfloor tape measure, and the thickness of coupling beam template is identical with wall thickness.
The preparation method of the foregoing description 3 may further comprise the steps:
1) on the precast plate production site, according to the dimensional requirement of building, adopt 83, backforms 84 of 82, two short group's moulds of one flat plate bed die steel plate 81, two block lengths group mould, many are long to preformed hole steel pipe 85, many shorts are reserved steel pipe 86, shown in Fig. 8 a and Fig. 8 b).Wherein, this group's mould 83 and backform 84 are the U-type strip steel that both sides have outer rim; Have a round hole 831 (diameter range of described hole is 60mm to 300mm) on this group's mould 83, have the circular hole 811 (diameter range of described hole is between the 40mm to 280mm) of row's perforation steel plate on the bed die 81, have circular hole 841 (diameter range of described hole is between the 40mm to 280mm) and square hole (differentiating for making with circular hole) 842 on the backform 84 at interval, square hole is used for pour concrete and uses.This length is opened row's perforated holes 851 on the tube wall of steel pipe 85, this length is identical with the short diameter of the hole 831 opened on the mould 83 of helping to the diameter of steel pipe 85, the diameter of this short preformed hole steel pipe 86 and grow the diameter of perforate 851 identical (Fig. 8 a and 8b) on steel pipe;
2) will grow group's mould 82, short group mould 83 is vertical mutually with backform 84, and the termination alignment is placed on the bed die 81 and forms mould.Reinforcing cage 76 (Fig. 7 b) is placed on the bed die 81 in the mould; Many long holes 831 of lacking group's mould 83 from a side to preformed hole steel pipe 85 are penetrated, gap by reinforcing cage penetrates in the hole of the short group of opposite side mould again, again the hole 841 of many short preformed hole steel pipes 86 from backform 84 penetrated, insert in the circular hole 811 of bed die 81 by the gap of reinforcing cage.
3) square hole 842 that stays from last backform 84 pour concrete in the mould, the upper surface of concrete is concordant with group mould 82,83 upper surfaces, before treating that concrete is all tied firmly as yet, extract short preformed hole steel pipe 86 earlier out, form the vertical perforation hole 52 of template, extract length again out to preformed hole steel pipe 85, the level that forms template connects hole;
4) dismantle after the mould 83,84, just formed the groove 74 that has three sides free removal in the prefabricated reinforced concrete coupling beam (template) of cross bore is arranged (Fig. 7 a).
According to the prefabricated reinforced concrete beam forms 91 that cross bore is arranged in the free removal of above-mentioned similar making, shown in Fig. 9 a, Fig. 9 b and Fig. 9 c, this template adopts the steel bar concrete precast beam, in this beam forms 91 have vertical blind hole hole 92 (at the bottom of the hole at the bottom of the beam external surface 30mm to 50mm, difference with above-mentioned coupling beam), the level that has in the template connects hole 93, (left side, right side, upper surface) is provided with groove 94 on beam forms three limits, the reinforcing cage 96 that lateral tie 962 is formed in the beam forms is arranged in the beam forms by longitudinal reinforcement 961.Stirrup 962 1 ends expose, can be as suspension ring are installed.When the difference of beam forms 91 and coupling beam template 71 was to make beam forms, an end of longitudinal reinforcement 961 will stretch out outside the concrete beam forms in the beam forms, so that be connected with other member, extension elongation is determined by designing requirement.
Also can produce column according to above-mentioned similar preparation method, a kind of prefabricated reinforced concrete column template 101 embodiment are shown in Figure 10 a and Figure 10 b, by vertical perforated holes 102 in the template, level connects hole 103 in the template, template suspension ring 104 when being used for construction and installation are arranged on the reinforcing cage 106 in this steel bar concrete precast plate; Described reinforcing cage is by the vertical muscle 1061 of many arrangements and all vertical muscle are fixed into holistic a plurality of stirrup 1062 (nine palace lattice shapes) form.

Claims (4)

  1. A free removal in the precast reinforced concrete form of cross bore is arranged, this template adopts steel bar concrete precast plate, it is characterized in that, has vertical perforated holes parallel with the surface and horizontal perforated holes in the described steel bar concrete precast plate, the formation cross aisle.
  2. 2. precast reinforced concrete form as claimed in claim 1, it is characterized in that, described precast reinforced concrete form adopts the prefabricated flat board of steel bar concrete, the reinforcing bar that is arranged in this steel bar concrete precast plate adopts reinforcing cage, described reinforcing cage is by the longitudinal reinforcement of many arrangements and reinforcing bar is fixed into holistic a plurality of lateral tie forms, on a surface of described precast reinforced concrete form, vertically have many row's plate faces hole, also comprise being arranged on this precast reinforced concrete form groove of side all around.
  3. 3. precast reinforced concrete form as claimed in claim 1, it is characterized in that, it is the steel bar concrete precast plate of T shape that described precast reinforced concrete form adopts cross section, have vertical perforated holes in this template, level has the perforation hole in the template, and T shape column template left side, right side, front, upper surface, soffit are all fluted, is provided with template suspension ring when being used for construction and installation at upper surface, be provided with reinforcing cage in column template, this reinforcing cage is made up of many longitudinal reinforcements, a plurality of horizontal T u stirrup u;
    Described precast reinforced concrete form or employing cross section are L shaped or the cross wall form.
  4. 4. precast reinforced concrete form as claimed in claim 1, it is characterized in that, described steel bar concrete precast plate is coupling beam template, beam forms or model of the column, and described reinforcing cage is by the lateral tie of a plurality of arrangements and all stirrups are fixed into holistic many longitudinal reinforcements form.
CN2010206201745U 2010-11-19 2010-11-19 Dismantling-free precast reinforced concrete template with crossed holes inside Expired - Lifetime CN201972393U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010206201745U CN201972393U (en) 2010-11-19 2010-11-19 Dismantling-free precast reinforced concrete template with crossed holes inside

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010206201745U CN201972393U (en) 2010-11-19 2010-11-19 Dismantling-free precast reinforced concrete template with crossed holes inside

Publications (1)

Publication Number Publication Date
CN201972393U true CN201972393U (en) 2011-09-14

Family

ID=44577500

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010206201745U Expired - Lifetime CN201972393U (en) 2010-11-19 2010-11-19 Dismantling-free precast reinforced concrete template with crossed holes inside

Country Status (1)

Country Link
CN (1) CN201972393U (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102434005A (en) * 2011-12-12 2012-05-02 中冶建工集团有限公司 Precast beam unit construction technology
WO2012065534A1 (en) * 2010-11-19 2012-05-24 清华大学建筑设计研究院有限公司 Prefabricated reinforced concrete formwork and manufacturing method thereof, as well as building and construction method thereof
CN102535738A (en) * 2012-02-14 2012-07-04 黄昆 Prefabricated house wallboards, fully prefabricated house using wallboards, and installation method for fully prefabricated house
CN102581939A (en) * 2012-02-23 2012-07-18 清华大学建筑设计研究院有限公司 Prefabricated reinforced concrete hollow template internally provided with cross holes and molding and forming device thereof
CN103572884A (en) * 2012-07-31 2014-02-12 初明进 Prefabricated concrete hollow component
CN103994743A (en) * 2014-05-12 2014-08-20 南通市建筑科学研究院有限公司 Calibration test piece for detection of steel-bar protecting layer
CN104531508A (en) * 2014-12-25 2015-04-22 中船重工环境工程有限公司 Anaerobic digestion tank and assembly method thereof
CN105863250A (en) * 2016-05-26 2016-08-17 吉林大学 Disassembling-free mould plate for pouring concrete and mould for forming disassembling-free mould plate

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012065534A1 (en) * 2010-11-19 2012-05-24 清华大学建筑设计研究院有限公司 Prefabricated reinforced concrete formwork and manufacturing method thereof, as well as building and construction method thereof
CN102434005A (en) * 2011-12-12 2012-05-02 中冶建工集团有限公司 Precast beam unit construction technology
CN102535738A (en) * 2012-02-14 2012-07-04 黄昆 Prefabricated house wallboards, fully prefabricated house using wallboards, and installation method for fully prefabricated house
CN102535738B (en) * 2012-02-14 2014-07-02 黄昆 Fully prefabricated house and installation method for fully prefabricated house
CN102581939A (en) * 2012-02-23 2012-07-18 清华大学建筑设计研究院有限公司 Prefabricated reinforced concrete hollow template internally provided with cross holes and molding and forming device thereof
CN102581939B (en) * 2012-02-23 2014-07-30 清华大学建筑设计研究院有限公司 Prefabricated reinforced concrete hollow template internally provided with cross holes and molding and forming device thereof
CN103572884A (en) * 2012-07-31 2014-02-12 初明进 Prefabricated concrete hollow component
CN103994743A (en) * 2014-05-12 2014-08-20 南通市建筑科学研究院有限公司 Calibration test piece for detection of steel-bar protecting layer
CN104531508A (en) * 2014-12-25 2015-04-22 中船重工环境工程有限公司 Anaerobic digestion tank and assembly method thereof
CN104531508B (en) * 2014-12-25 2017-01-04 中船重工环境工程有限公司 A kind of anaerobic digestor and assembling method thereof
CN105863250A (en) * 2016-05-26 2016-08-17 吉林大学 Disassembling-free mould plate for pouring concrete and mould for forming disassembling-free mould plate

Similar Documents

Publication Publication Date Title
CN101985856B (en) Removal-free prefabricated reinforced concrete template with cross holes inside and manufacturing method thereof
CN201972393U (en) Dismantling-free precast reinforced concrete template with crossed holes inside
CN102061743B (en) Frame-shear wall structure building of dismantling-free prefabricated reinforced concrete formwork and construction method thereof
CN102061803B (en) Shear wall structure building based on cross-hole prefabricated reinforced concrete template and construction method thereof
CN201883529U (en) Shear wall structure building based on cross-hole prefabricated reinforced-concrete formwork
CN107780576A (en) A kind of assembled architecture bottom composite floor and its connected mode
CN105484403B (en) Assembly concrete two-way ribbed slab floor and its method of construction
CN107989238A (en) A kind of cast-in-place sandwiched heat-preservation shear wall structure, assembled architecture and engineering method
CN107268782A (en) A kind of prefabricated frame posture device and its implementation
CN108252407A (en) A kind of building with prefabricated reinforced concrete bearing
CN102409848A (en) Construction molding methods for light-weight ribbed floorslab and light-weight ribbed floor
CN208343121U (en) Prefabricated assembled steel structure concrete wallboard mould
CN103737718A (en) Prefabricated reinforced concrete hollow column template and making method thereof
CN105908899A (en) Core-grouted assembly-type concrete column and construction method of same
CN105946099B (en) Fill the method for construction of core assembly concrete beam
CN201883677U (en) Frame-shear wall structure building free of dismantling prefabricated reinforced concrete templates
CN107882243B (en) A kind of cassette ceiling and construction method of concrete-filled rectangular steel tube waffle beam structure
CN207513002U (en) A kind of concrete prefabricated wallboard
CN203876035U (en) Precast reinforced concrete hollow column template
CN207647033U (en) A kind of precast reinforced basket structure
CN206902987U (en) A kind of T-shaped shear wall with fore-set
CN206512923U (en) Multilayer prefabricated post of the one-shot forming with bracket
CN107035045A (en) A kind of precast concrete bidirectional hollow plate and preparation method thereof
CN101418602B (en) In-situ casting construction method of reinforced concrete structural system using phosphogypsum as wall material
CN103015704A (en) Slab column-shear wall structure building based on precast reinforced concrete hollow formworks and construction method thereof

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: ARCHITECTURAL DESIGN AND RESEARCH INSTITUTE OF TSI

Free format text: FORMER OWNER: DESIGN INST. OF ARCHITECTURE, QINGHUA UNIV.

Effective date: 20121218

Owner name: HOU JIANQUN

Effective date: 20121218

C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20121218

Address after: 100084 Haidian District Tsinghua Yuan Beijing No. 1

Patentee after: Architectural Design and Research Institute of Tsinghua University Co., Ltd.

Patentee after: Hou Jianqun

Address before: 100084 Haidian District Tsinghua Yuan Beijing No. 1

Patentee before: Architectual Design and Research Institute of Tsinghua University

ASS Succession or assignment of patent right

Free format text: FORMER OWNER: HOU JIANQUN

Effective date: 20150619

C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20150619

Address after: 100084 building center of Tsinghua University, Beijing, Haidian District

Patentee after: Architectural Design and Research Institute of Tsinghua University Co., Ltd.

Address before: 100084 Haidian District Tsinghua Yuan Beijing No. 1

Patentee before: Architectural Design and Research Institute of Tsinghua University Co., Ltd.

Patentee before: Hou Jianqun

ASS Succession or assignment of patent right

Owner name: ZHONGQINGDA TECHNOLOGY CO., LTD.

Free format text: FORMER OWNER: ARCHITECTURAL DESIGN AND RESEARCH INSTITUTE OF TSINGHUA UNIVERSITY CO., LTD.

Effective date: 20150729

C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20150729

Address after: 100084 Beijing Zhongguancun East Road, No. 1, building A903A, No. 8,

Patentee after: ZHONGQINGDA TECHNOLOGY CO., LTD.

Address before: 100084 building center of Tsinghua University, Beijing, Haidian District

Patentee before: Architectural Design and Research Institute of Tsinghua University Co., Ltd.

CX01 Expiry of patent term

Granted publication date: 20110914

CX01 Expiry of patent term