CN102808509A - Assembly type concrete prefabricated external wall panel anchoring assembly and pouring construction method - Google Patents
Assembly type concrete prefabricated external wall panel anchoring assembly and pouring construction method Download PDFInfo
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- CN102808509A CN102808509A CN2012103002118A CN201210300211A CN102808509A CN 102808509 A CN102808509 A CN 102808509A CN 2012103002118 A CN2012103002118 A CN 2012103002118A CN 201210300211 A CN201210300211 A CN 201210300211A CN 102808509 A CN102808509 A CN 102808509A
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- 238000004873 anchoring Methods 0.000 title claims abstract description 35
- 238000010276 construction Methods 0.000 title abstract description 15
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 26
- 239000010959 steel Substances 0.000 claims abstract description 26
- 238000004519 manufacturing process Methods 0.000 claims abstract description 7
- 238000000034 method Methods 0.000 claims abstract description 6
- 230000002787 reinforcement Effects 0.000 claims description 6
- 238000011065 in-situ storage Methods 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 2
- 238000004458 analytical method Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000008676 import Effects 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
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Abstract
An anchor assembly of an assembled concrete prefabricated external wallboard comprises a strip-shaped right-angle connecting plate with a connecting hole, a strip-shaped flat connecting plate, a plurality of embedded sleeves with internal thread holes and a plurality of fastening bolts or a plurality of counter-pulling screw rods with fastening nuts, wherein the fastening bolts or the counter-pulling screw rods are connected through internal threads. The embedded sleeve is composed of a sleeve part and a reinforced embedded part, and the reinforced embedded part is composed of a horizontal rod and a cross rod vertically connected with the horizontal rod. PVC sleeve pipes are sleeved on the opposite-pulling screw rods. The anchoring component has the advantages of simple structure, low manufacturing cost and strong universality, and part of accessories can be repeatedly used, thereby greatly reducing the construction cost. By using the assembly type concrete prefabricated external wallboard anchoring assembly and the installation method thereof, the external wallboard, the cast-in-place steel template and the diagonal brace can be quickly and reliably connected and adjusted, the external wallboard and the cast-in-place steel template form a stable connecting system, and the construction speed of cast-in-place concrete is accelerated.
Description
Technical field
The present invention relates to be connected in a kind of concrete pouring construction member of template particularly relates to prefabricated out-hung panel anchoring assembly of a kind of assembly concrete and pouring construction method.
Background technology
Fabricated construction is widely used abroad; The domestic developing stage that then is in; The member of fabricated construction mainly is divided into: members such as laminated floor slab, prefabricated out-hung panel, superposed beam, stair; These members could be accomplished the construction of cast-in-place structural after must being linked and packed through connector temporarily, form building integral.At present, mostly the connection fittings on the market are foreign enterprise's import, these connection fittings complex structures; Mostly be to carry out machining after the cast form again to form; And each the moulding position design of these connectors is incomplete same, and versatility is poor, and manufacturing cost is high; Price is high, has hindered fabricated construction development at home to a certain extent.
Summary of the invention
An object of the present invention is the deficiency to prior art, provide a kind of simple in structure, easy to manufacture, cost is low, specification standards are unified, highly versatile, easy and simple to handle, help the prefabricated out-hung panel anchoring assembly of assembly concrete that fabricated construction develops.
The objective of the invention is to realize.The prefabricated out-hung panel anchoring assembly of assembly concrete of the present invention comprises bar shaped right-angle connecting plate that has connecting hole and the straight junction plate of stripe shape that has connecting hole, and the prefabricated out-hung panel anchoring assembly of assembly concrete of the present invention is characterised in that: the prefabricated out-hung panel anchoring assembly of said assembly concrete also comprises some the have pre-buried sleeve of internal thread hole and some fastening bolts 2 or the some Screw arbor with nut at both-ends that have clamp nut that connect through internal thread.
The prefabricated out-hung panel anchoring assembly of assembly concrete of the present invention, wherein said pre-buried sleeve is made up of sleeve part and the pre-buried part of reinforcement, and the pre-buried part of said reinforcement constitutes by horizon bar and with the vertical cross-bar that is connected of said horizon bar.
The prefabricated out-hung panel anchoring assembly of assembly concrete of the present invention, the horizon bar of the pre-buried part of wherein said reinforcement and said sleeve part concentric.
The prefabricated out-hung panel anchoring assembly of assembly concrete of the present invention is socketed with the PVC sleeve pipe on the wherein said Screw arbor with nut at both-ends.
Another object of the present invention is the job practices that provides the prefabricated out-hung panel anchoring assembly of assembly concrete and build, and prefabricated out-hung panel anchoring assembly of assembly concrete of the present invention and the job practices of building are accomplished through following steps, comprising:
After step 3, prefabricated out-hung panel 10 on-site hoistings that will build are in place, the some pre-buried sleeve 1 at body of wall place, out-hung panel 10 plane all are threaded go up split bolt 3, socket pvc pipe 11 on each split bolt 3 afterwards;
Cast-in-situ concrete work is carried out in step 5, the space between out-hung panel 10 and cast-in-place steel form 9;
After step 6, cast-in-place structural concrete reach design strength, unclamp nut 4 and remove all split bolts 3, dismantle cast-in-place steel form 9, with whole split bolt 3, unload cast-in-place steel form 9 and nut 4 is taken care of in order to reusing.
Prefabricated out-hung panel anchoring assembly of assembly concrete of the present invention and pouring construction method difference from prior art are simple in structure, cheap, the highly versatile of the straight junction plate of bar shaped right-angle connecting plate, stripe shape, pre-buried sleeve, fastening bolt and Screw arbor with nut at both-ends of the prefabricated out-hung panel anchoring assembly design of assembly concrete of the present invention; The part accessory is reusable, has greatly reduced construction costs.Use the prefabricated out-hung panel anchoring assembly of assembly concrete of the present invention and utilize its mounting method, make the accurate and easy construction of each positioning parts of connection, both satisfied the firm requirement when out-hung panel is installed, improved the out-hung panel installation rate again.
Below in conjunction with accompanying drawing prefabricated out-hung panel anchoring assembly of assembly concrete of the present invention and pouring construction method are described further.
Description of drawings
Fig. 1 looks sketch map for the structure master of the pre-buried sleeve of the prefabricated out-hung panel anchoring assembly of assembly concrete.
Fig. 2 is the structure schematic side view of the pre-buried sleeve of the prefabricated out-hung panel anchoring assembly of assembly concrete.
Fig. 3 is the structural representation of the prefabricated out-hung panel anchoring assembly of assembly concrete bar shaped right-angle connecting plate.
Fig. 4 is the structural representation of the straight junction plate of assembly concrete prefabricated out-hung panel anchoring assembly bar shaped.
Fig. 5 is pre-buried sleeve and fastening bolt connection status sketch map.
Fig. 6 is pre-buried sleeve and split bolt connection status sketch map.
Fig. 7 is that out-hung panel of the present invention is at the rotation angle position application drawing.
Fig. 8 for out-hung panel of the present invention in the docking site application drawing.
Fig. 9 is out-hung panel of the present invention, cast-in-place steel form, hound three connection status application drawing.
The specific embodiment
Like Fig. 1～shown in Figure 6; The prefabricated out-hung panel anchoring assembly of assembly concrete of the present invention comprises bar shaped right-angle connecting plate 7 that has connecting hole and the straight junction plate 8 of stripe shape that has connecting hole, also comprises some the have pre-buried sleeve 1 of internal thread hole and some fastening bolts 2 or the some Screw arbor with nut at both-ends 3 that have clamp nut 4 that connect through internal thread.
Like Fig. 1, shown in Figure 2, pre-buried sleeve 1 is made up of sleeve part 1-1 and the pre-buried part 1-2 of reinforcement, strengthens pre-buried part 1-2 and constitutes by horizon bar and with the vertical cross-bar that is connected of horizon bar.Strengthen horizon bar and the sleeve part 1-1 concentric of pre-buried part 1-2.
Like Fig. 7, shown in Figure 9, be socketed with the PVC sleeve pipe on the Screw arbor with nut at both-ends 3.
Like Fig. 7, Fig. 8, shown in Figure 9, prefabricated out-hung panel anchoring assembly of assembly concrete of the present invention and the job practices of building may further comprise the steps completion:
After step 3, prefabricated out-hung panel 10 on-site hoistings that will build are in place, the some pre-buried sleeve 1 at body of wall place, out-hung panel 10 plane all are threaded go up split bolt 3, socket pvc pipe 11 on each split bolt 3 afterwards;
Cast-in-situ concrete work is carried out in step 5, the space between out-hung panel 10 and cast-in-place steel form 9;
After step 6, cast-in-place structural concrete reach design strength, unclamp nut 4 and remove all are drawn bolt 3, dismantle cast-in-place steel form 9, will take care of in order to repeated use all drawing bolt 3, steel form 9 and nut 4.
The invention provides that an Analysis of Nested Design is simple, easy and simple to handle, cost of manufacture is low, become that standardization can be general anchoring assembly.Use anchoring assembly of the present invention can make out-hung panel 10 each other, fast and reliable ground is connected between out-hung panel 10 and cast-in-place steel form 9 and the hound 5; Made things convenient for out-hung panel 10 verticality to adjust and prevent to topple over; And make out-hung panel 10 and cast-in-place steel form 9 form firm linked system, accelerated the speed of application of cast-in-situ concrete.
Above-described embodiment describes preferred implementation of the present invention; Be not that scope of the present invention is limited; Design under the prerequisite of spirit not breaking away from the present invention; Various distortion and improvement that those of ordinary skills make technical scheme of the present invention all should fall in the definite protection domain of claims of the present invention.
Claims (5)
1. prefabricated out-hung panel anchoring assembly of assembly concrete; Comprise bar shaped right-angle connecting plate (7) that has connecting hole and the straight junction plate of stripe shape (8) that has connecting hole, it is characterized in that: the prefabricated out-hung panel anchoring assembly of said assembly concrete also comprises some the have pre-buried sleeve (1) of internal thread hole and some fastening bolts (2) or the some Screw arbor with nut at both-ends (3) that have clamp nut (4) that connect through internal thread.
2. the prefabricated out-hung panel anchoring assembly of assembly concrete according to claim 1; It is characterized in that: said pre-buried sleeve (1) is by sleeve part (1-1) and strengthen pre-buried part (1-2) formation, and the pre-buried part of said reinforcement (1-2) constitutes by horizon bar and with the vertical cross-bar that is connected of said horizon bar.
3. the prefabricated out-hung panel anchoring assembly of assembly concrete according to claim 1 and 2 is characterized in that: the horizon bar of the pre-buried part of said reinforcement (1-2) and said sleeve part (1-1) concentric.
4. the prefabricated out-hung panel anchoring assembly of assembly concrete according to claim 3 is characterized in that: said Screw arbor with nut at both-ends is socketed with the PVC sleeve pipe on (3).
5. the job practices of the prefabricated out-hung panel anchoring assembly of assembly concrete is characterized in that may further comprise the steps in the method:
Step 1, at first according to bar shaped right-angle connecting plate (7), the straight junction plate of stripe shape (8), pre-buried sleeve (1), fastening bolt (2) and Screw arbor with nut at both-ends (3) and the nut (4) of the prefabricated out-hung panel anchoring assembly of pattern processing and manufacturing assembly concrete;
Step 2, according to the assigned position of prefabricated units working design detail drawing in out-hung panel (10), some pre-buried sleeves (1) are embedded in the out-hung panel (10), and have built required whole out-hung panel (10);
After step 3, prefabricated out-hung panel (10) on-site hoisting that will build are in place; The some pre-buried sleeve (1) at body of wall place, out-hung panel (10) plane all is threaded goes up split bolt (3), go up socket pvc pipe (11) at each split bolt (3) afterwards;
Step 4, the out-hung panel (10) of corner met at right angles by all pre-buried sleeves (1) and the fastening bolt (2) of bar shaped right-angle connecting plate (7) through out-hung panel (10) edge to be connected and fixed; To be in conplane out-hung panel (10) is connected and fixed through pre-buried sleeve (1) on the out-hung panel (10) and fastening bolt (2) by the straight junction plate of bar shaped (8); Cast-in-place steel form (9) is installed in all split bolts (3) that are socketed with pvc pipe (11) through connecting hole to be gone up and fixes through nut (4); The split bolt that is socketed with pvc pipe (11) (3) that will be in cast-in-place steel form (9) lowermost end all connects its root through nut (4) and is fixed on the some hounds (5) in the building structure by expansion bolt (6); In order to the cast-in-place steel form of support fixation (9), form structure between out-hung panel (10) that process split bolt (3) connects and the cast-in-place steel form (9) and treat the cast-in-place space of building;
Cast-in-situ concrete work is carried out in step 5, the space between out-hung panel (10) and cast-in-place steel form (9);
After step 6, cast-in-place structural concrete reach design strength; Unclamp nut (4) and remove all split bolts (3); Dismantle cast-in-place steel form (9), with whole split bolts (3), unload cast-in-place steel form (9) and nut (4) and take care of in order to reusing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210300211.8A CN102808509B (en) | 2012-08-22 | 2012-08-22 | Pouring construction method for anchor assembly of prefabricated concrete prefabricated external wall panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210300211.8A CN102808509B (en) | 2012-08-22 | 2012-08-22 | Pouring construction method for anchor assembly of prefabricated concrete prefabricated external wall panel |
Publications (2)
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| CN102808509A true CN102808509A (en) | 2012-12-05 |
| CN102808509B CN102808509B (en) | 2014-09-24 |
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| CN201210300211.8A Active CN102808509B (en) | 2012-08-22 | 2012-08-22 | Pouring construction method for anchor assembly of prefabricated concrete prefabricated external wall panel |
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Cited By (22)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103061267A (en) * | 2013-01-15 | 2013-04-24 | 广州市市政工程设计研究院 | Construction method of combined prefabricated bridge anti-collision wall |
| CN104912204A (en) * | 2015-07-07 | 2015-09-16 | 钟智谦 | Connecting structure and connecting method |
| CN105064684A (en) * | 2015-08-11 | 2015-11-18 | 中天建设集团有限公司 | Construction structure using two sections of screw rods |
| CN103422667B (en) * | 2013-09-06 | 2016-02-03 | 南京工业大学 | Double-plate prefabricated superposed wall supporting system |
| CN105442833A (en) * | 2015-12-30 | 2016-03-30 | 大连三川建筑科技有限公司 | Cast-in-situ template reinforcing device of T-shaped connection position between external assembly walls and internal cast-in-situ wall |
| CN106436966A (en) * | 2016-12-08 | 2017-02-22 | 四川华构住宅工业有限公司 | Wall transverse full-dry type connection structure based on assembled type building wall and assembly method of wall transverse full-dry type connection structure |
| CN106760158A (en) * | 2017-01-23 | 2017-05-31 | 中国建筑第八工程局有限公司 | External hanging type precast concrete sandwich heat preservation wallboard and its assembly system and construction method |
| CN106978852A (en) * | 2016-01-18 | 2017-07-25 | 广州地铁设计研究院有限公司 | A kind of embedded system of standardization and the construction method for standardizing built-in fitting |
| CN107143137A (en) * | 2017-05-31 | 2017-09-08 | 中建科技成都有限公司 | Cast-in-situ template structure and construction method at a kind of sandwich exterior wall J-shaped wall of prefabricated concrete structure |
| CN107386632A (en) * | 2013-12-21 | 2017-11-24 | 中建四局第三建筑工程有限公司 | A kind of aluminum alloy mould plate base |
| CN107724678A (en) * | 2017-10-24 | 2018-02-23 | 中国建筑第八工程局有限公司 | Heat insucation prefabricated plate connecting node constructs and heat insucation prefabricated plate connecting node construction method |
| CN108086543A (en) * | 2017-11-24 | 2018-05-29 | 泰安市联强远大住宅工业有限公司 | A kind of construction method of exterior wall |
| CN108468355A (en) * | 2018-05-18 | 2018-08-31 | 郑州大学 | A kind of sky ditch H profile steel retaining wall vibration isolation measure |
| CN108673728A (en) * | 2018-05-18 | 2018-10-19 | 中国二十二冶集团有限公司 | The plug-in board mold of assembling type steel structure corner and its application method |
| CN108756012A (en) * | 2018-06-06 | 2018-11-06 | 中国建材国际工程集团有限公司 | Tensioning rope connection component for connecting concrete panel and its application method |
| CN108973271A (en) * | 2018-07-24 | 2018-12-11 | 芜湖易测自动化设备有限公司 | A kind of corrosion-resistant hardware |
| CN109138235A (en) * | 2016-01-27 | 2019-01-04 | 南京奥捷墙体材料有限公司 | Combined type GRC wallboard, GRC panel and GRC curtain wall |
| CN109208908A (en) * | 2018-09-30 | 2019-01-15 | 中国二十二冶集团有限公司 | The cast-in-place region construction method of precast facade |
| CN109577641A (en) * | 2017-09-29 | 2019-04-05 | 中国二十冶集团有限公司 | Prefabricated shear wall pours constrained edge template and its installation method with after |
| CN109881811A (en) * | 2019-01-29 | 2019-06-14 | 上海圣奎塑业有限公司 | Heat-preserving wall |
| CN111395609A (en) * | 2020-04-22 | 2020-07-10 | 深圳市方大建科集团有限公司 | UHPC curtain wall system |
| CN113718954A (en) * | 2021-09-07 | 2021-11-30 | 浙江大东吴建筑科技有限公司 | Beam-column joint of steel and concrete combined structure and mounting method |
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| CN2866715Y (en) * | 2005-12-14 | 2007-02-07 | 杨国龙 | Structural improvement of shuttering tying rod |
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Cited By (24)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103061267A (en) * | 2013-01-15 | 2013-04-24 | 广州市市政工程设计研究院 | Construction method of combined prefabricated bridge anti-collision wall |
| CN103422667B (en) * | 2013-09-06 | 2016-02-03 | 南京工业大学 | Double-plate prefabricated superposed wall supporting system |
| CN107386632A (en) * | 2013-12-21 | 2017-11-24 | 中建四局第三建筑工程有限公司 | A kind of aluminum alloy mould plate base |
| CN104912204A (en) * | 2015-07-07 | 2015-09-16 | 钟智谦 | Connecting structure and connecting method |
| CN105064684A (en) * | 2015-08-11 | 2015-11-18 | 中天建设集团有限公司 | Construction structure using two sections of screw rods |
| CN105442833A (en) * | 2015-12-30 | 2016-03-30 | 大连三川建筑科技有限公司 | Cast-in-situ template reinforcing device of T-shaped connection position between external assembly walls and internal cast-in-situ wall |
| CN106978852A (en) * | 2016-01-18 | 2017-07-25 | 广州地铁设计研究院有限公司 | A kind of embedded system of standardization and the construction method for standardizing built-in fitting |
| CN109138235A (en) * | 2016-01-27 | 2019-01-04 | 南京奥捷墙体材料有限公司 | Combined type GRC wallboard, GRC panel and GRC curtain wall |
| CN106436966A (en) * | 2016-12-08 | 2017-02-22 | 四川华构住宅工业有限公司 | Wall transverse full-dry type connection structure based on assembled type building wall and assembly method of wall transverse full-dry type connection structure |
| CN106760158A (en) * | 2017-01-23 | 2017-05-31 | 中国建筑第八工程局有限公司 | External hanging type precast concrete sandwich heat preservation wallboard and its assembly system and construction method |
| CN107143137A (en) * | 2017-05-31 | 2017-09-08 | 中建科技成都有限公司 | Cast-in-situ template structure and construction method at a kind of sandwich exterior wall J-shaped wall of prefabricated concrete structure |
| CN109577641A (en) * | 2017-09-29 | 2019-04-05 | 中国二十冶集团有限公司 | Prefabricated shear wall pours constrained edge template and its installation method with after |
| CN107724678A (en) * | 2017-10-24 | 2018-02-23 | 中国建筑第八工程局有限公司 | Heat insucation prefabricated plate connecting node constructs and heat insucation prefabricated plate connecting node construction method |
| CN107724678B (en) * | 2017-10-24 | 2023-09-01 | 中国建筑第八工程局有限公司 | Thermal insulation precast slab connecting node structure and thermal insulation precast slab connecting node construction method |
| CN108086543A (en) * | 2017-11-24 | 2018-05-29 | 泰安市联强远大住宅工业有限公司 | A kind of construction method of exterior wall |
| CN108468355A (en) * | 2018-05-18 | 2018-08-31 | 郑州大学 | A kind of sky ditch H profile steel retaining wall vibration isolation measure |
| CN108673728A (en) * | 2018-05-18 | 2018-10-19 | 中国二十二冶集团有限公司 | The plug-in board mold of assembling type steel structure corner and its application method |
| CN108756012A (en) * | 2018-06-06 | 2018-11-06 | 中国建材国际工程集团有限公司 | Tensioning rope connection component for connecting concrete panel and its application method |
| CN108756012B (en) * | 2018-06-06 | 2024-01-26 | 中国建材国际工程集团有限公司 | Tensioning rope connection assembly for connecting concrete wall panels and method of use thereof |
| CN108973271A (en) * | 2018-07-24 | 2018-12-11 | 芜湖易测自动化设备有限公司 | A kind of corrosion-resistant hardware |
| CN109208908A (en) * | 2018-09-30 | 2019-01-15 | 中国二十二冶集团有限公司 | The cast-in-place region construction method of precast facade |
| CN109881811A (en) * | 2019-01-29 | 2019-06-14 | 上海圣奎塑业有限公司 | Heat-preserving wall |
| CN111395609A (en) * | 2020-04-22 | 2020-07-10 | 深圳市方大建科集团有限公司 | UHPC curtain wall system |
| CN113718954A (en) * | 2021-09-07 | 2021-11-30 | 浙江大东吴建筑科技有限公司 | Beam-column joint of steel and concrete combined structure and mounting method |
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| CN102808509B (en) | 2014-09-24 |
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