CN1876994A - Mounting and caging system for composite thermal-insulation concrete building template and construction method thereof - Google Patents
Mounting and caging system for composite thermal-insulation concrete building template and construction method thereof Download PDFInfo
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- CN1876994A CN1876994A CN 200610200657 CN200610200657A CN1876994A CN 1876994 A CN1876994 A CN 1876994A CN 200610200657 CN200610200657 CN 200610200657 CN 200610200657 A CN200610200657 A CN 200610200657A CN 1876994 A CN1876994 A CN 1876994A
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Abstract
The invention relates to a mounting limit system of composite thermal-insulated concrete mold plate and relative construction. Wherein, the foundation is mounted with horizontal positioning device, upright positing device and outer wall mold plate; the horizontal steel bar is positioned by horizontal positioning device and horizontal steel bar positioning clamper; the upright steel bar is positioned by upright positioning device and upright steel bar positioning clamper; the concrete used to pour wall and floor is poured with C track bottom; the inner wall mold plate is embedded into the groove of C track, to connect the pre-embedded steel plates inside two side wall mole plates. The invention is processed in factory, or on-site, to confirm the accurate installment of wall mold plate and floor mold plate, to avoid displacement of steel bar when pouring concrete.
Description
(1) technical field
The present invention relates to a kind of building structure and job practices thereof.
(2) background technology
In available coagulation civil engineering building structure, vertical reinforcement, horizontal reinforcement and wall form are site operation, the on-the-spot installation, the problem that exists is: the site work amount is bigger, speed of application is slow, reinforcing bar and template are difficult for accurately location, construction precision and integral rigidity are relatively poor, and reinforcement displacement takes place in the concrete casting process easily, make workmanship be difficult to obtain assurance.
(3) summary of the invention
The purpose of this invention is to provide a kind of composite thermal-insulation concrete building template caging system and job practices thereof are installed, solve that traditional architecture template site work amount is big, speed of application is slow, reinforcing bar and template are difficult for accurately the location, reinforcement displacement takes place easily, make workmanship be difficult to obtain the problem of assurance in the concrete casting process.
Composite thermal-insulation concrete building template of the present invention is installed the technical scheme of caging system:
This composite thermal-insulation concrete building template is installed caging system, comprise vertical reinforcement, horizontal reinforcement and concrete in the wall form of both sides, it is characterized in that: the both sides wall form is the polyphenyl thermal insulation thermal insulation board of built-in pre-buried steel disc, horizontal reinforcement is by the horizontal location device and the fastener location, horizontal reinforcement location that place in the wall form of both sides, and vertical reinforcement is by the vertical locator and the fastener location, vertical reinforcement location that place in the wall form of both sides; Horizontal location device and vertical locator are fixedly connected into screen work by biside plate and tranverse connecting plate, and the outside of the interior plate of vertical locator is fixed with C type guide rail by rivet, the notch of this C type guide rail up, inboard wall form embeds in the notch of C type guide rail.
Above-mentioned C type guide rail is C shaped steel or channel-section steel.
Above-mentioned composite thermal-insulation concrete building template is installed the job practices of caging system, it is characterized in that construction sequence:
Step 1: horizontal location device, vertical locator and outside wall form are installed on the basis, and horizontal reinforcement is by horizontal location device and fastener location, horizontal reinforcement location, and vertical reinforcement is by vertical locator and fastener location, vertical reinforcement location;
Step 2: be fixed on C type guide rail on the vertical locator side external surface that is positioned at the slab form top with rivet;
Step 3: build the concrete of body of wall and floor, build above the concrete to C type guide rail bottom surface;
Step 4: inboard wall form is embedded in the notch of C type guide rail, connect the pre-buried steel chip module in the wall form of both sides.
The present invention compares the beneficial effect that has with existing conventional art: the horizontal reinforcement in the composite thermal-insulation concrete building template installation caging system of the present invention is by the horizontal location device and the fastener location, horizontal reinforcement location that place in the wall form of both sides, and vertical reinforcement is by the vertical locator and the fastener location, vertical reinforcement location that place in the wall form of both sides.By the fixedly connected C shaped steel of rivet template guide rail, this C shaped steel guide rail can guarantee the pouring on flat precision of floorslab concrete and the installation accuracy of wall form in the outside of vertical locator inboard in the present invention.Composite thermal-insulation concrete building template is installed caging system and is finished in factory process, can install fast in the building site, accurate, accelerates speed of application, guarantees workmanship.
(4) description of drawings
Fig. 1 is the schematic diagram of construction sequence 1 of the present invention;
Fig. 2 is the schematic diagram of construction sequence 2 of the present invention;
Fig. 3 is the schematic diagram of construction sequence 3 of the present invention;
Fig. 4 is the schematic diagram of construction sequence 4 of the present invention;
Fig. 5 is the structural representation of pre-buried steel chip module.
Fig. 6 is the pinpoint structural representation of reinforcing bar.
Fig. 7 is the structural representation of horizontal reinforcement location fastener.
Fig. 8 is the structural representation of vertical reinforcement location fastener.
1-outside wall form, 2-horizontal reinforcement, 3-vertical reinforcement, 4-pre-buried steel chip module, 5-slab form, 6-basis, 7-horizontal location device, the vertical locator of 8-, 9-C type guide rail, 10-rivet, 11-concrete, the inboard wall form of 12-, 13-horizontal reinforcement location fastener, 14-vertical reinforcement location fastener, 15-tranverse connecting plate.
The pre-buried steel disc of 41-, 42-connector, 43-double wedge, 44-through hole, the horizontal fastener of 45-, the vertical fastener of 46-, 47-inserted sheet, 48-socket.
(5) specific embodiment
Referring to Fig. 1, step 1: horizontal location device 7, vertical locator 8 and inboard wall form 1 are installed on basis 6, in system of the present invention, are carried out the installation of steel fixer, reinforcing bar and outside wall form.
Referring to Fig. 2, step 2: C type guide rail is fixing on vertical locator by rivet.Above-mentioned C type guide rail 9 is C shaped steel or channel-section steel.
Referring to Fig. 3, step 3: build the concrete 11 of body of wall and floor, build above the concrete to the bottom surface of C type guide rail 9;
Referring to Fig. 4, step 4: inboard wall form is installed on C type guide rail 9, and the root of inboard wall form 12 is embedded in the groove of C type guide rail 9, connects the pre-buried steel chip module 4 in the wall form of both sides.
Referring to Fig. 5, the structure of pre-buried steel chip module 4: place the pre-buried steel disc 41 in outside wall form and the inboard wall form, be installed with connector 42, two transverse connections between the through hole 44 of steel disc and fixed by horizontal fastener 45, every row connector is vertically fixed by vertical fastener 46.The cross section of above-mentioned pre-buried steel disc 41 is II shape or U-shaped.Above-mentioned connector 42 is] shape, there is crotch at two ends.Above-mentioned horizontal fastener 45 is a strip of sheet, and two grooves are arranged on the lateral attitude with respect to connector.Above-mentioned vertical fastener 46 is a strip of sheet, and a row groove is arranged on the lengthwise position with respect to connector.One end of pre-buried steel disc has inserted sheet 47, and the other end has socket 48, and two pre-buried steel discs are for pegging graft up and down.
Referring to Fig. 6, horizontal reinforcement 2 is by placing horizontal location device 7 and horizontal reinforcement location fastener 13 in the wall form of both sides to block the location.Vertical reinforcement 3 is by the vertical locator 8 and the location, vertical reinforcement location fastener 14 card jail that place in the wall form of both sides.Horizontal location device 7 and vertical locator 8 are fixedly connected into screen work by biside plate and tranverse connecting plate.For saving steel, can bore a hole on the tranverse connecting plate 15.
Referring to Fig. 7; horizontal reinforcement location fastener 13 is the rectangle cushion block of a band vertical clamping slot; its vertical clamping slot is plugged on the junction of outside plate and crosspiece, inner panel and the crosspiece of vertical locator; horizontal reinforcement is through between the inner panel and outside plate of vertical locator; be resisted against fastener inboard, horizontal reinforcement location, the thickness and the thickness of concrete cover of rectangle cushion block adapt.
Referring to Fig. 8, vertical reinforcement location fastener 14 is the right angle type cushion block of a two-way tape draw-in groove, and vertical reinforcement is plugged in the horizontal draw-in groove of lateral part, and horizontal card bottom land limit to the thickness and the thickness of concrete cover of opposite side entity adapts; Vertical draw-in groove is plugged on the outside plate or inner panel of horizontal location device; vertical reinforcement location fastener is fixed by holding screw and horizontal location device; vertical reinforcement is through between the inner panel and outside plate of horizontal location device; be resisted against fastener inboard, vertical reinforcement location, thickness and thickness of concrete cover that vertical reinforcement location fastener vertical portion is divided adapt.
Claims (3)
1. a composite thermal-insulation concrete building template is installed caging system, comprise vertical reinforcement, horizontal reinforcement and concrete in the wall form of both sides, it is characterized in that: the both sides wall form is the polyphenyl thermal insulation thermal insulation board of built-in pre-buried steel disc, horizontal reinforcement is by the horizontal location device and the fastener location, horizontal reinforcement location that place in the wall form of both sides, and vertical reinforcement is by the vertical locator and the fastener location, vertical reinforcement location that place in the wall form of both sides; Horizontal location device and vertical locator are fixedly connected into screen work by biside plate and tranverse connecting plate, and the outside of the interior plate of vertical locator is fixed with C type guide rail by rivet, the notch of this C type guide rail up, inboard wall form embeds in the notch of C type guide rail.
2. according to the described composite thermal-insulation concrete building template of claim 1 caging system is installed, it is characterized in that: above-mentioned C type guide rail is C shaped steel or channel-section steel.
3. composite thermal-insulation concrete building template according to claim 1 and 2 is installed the job practices of caging system, it is characterized in that construction sequence:
Step 1: horizontal location device, vertical locator and outside wall form are installed on the basis, and horizontal reinforcement is by horizontal location device and fastener location, horizontal reinforcement location, and vertical reinforcement is by vertical locator and fastener location, vertical reinforcement location;
Step 2: be fixed on C type guide rail on the vertical locator side external surface that is positioned at the slab form top with rivet;
Step 3: build the concrete of body of wall and floor, build above the concrete to C type guide rail bottom surface;
Step 4: inboard wall form is embedded in the notch of C type guide rail, connect the pre-buried steel disc in the wall form of both sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006102006578A CN100417774C (en) | 2006-07-04 | 2006-07-04 | Mounting and caging system for composite thermal-insulation concrete building template and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006102006578A CN100417774C (en) | 2006-07-04 | 2006-07-04 | Mounting and caging system for composite thermal-insulation concrete building template and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1876994A true CN1876994A (en) | 2006-12-13 |
| CN100417774C CN100417774C (en) | 2008-09-10 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006102006578A Expired - Fee Related CN100417774C (en) | 2006-07-04 | 2006-07-04 | Mounting and caging system for composite thermal-insulation concrete building template and construction method thereof |
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| CN (1) | CN100417774C (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103097620A (en) * | 2010-08-02 | 2013-05-08 | 阿尔弗雷德·雷德尔贝尔格 | Method for producing prefabricated structural parts |
| CN105888108A (en) * | 2016-05-25 | 2016-08-24 | 中大建设股份有限公司 | Reinforced concrete shear wall with positioning prefabricated member inside and construction method of reinforced concrete shear wall |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60250126A (en) * | 1984-05-26 | 1985-12-10 | Chuo Jutaku:Kk | Construction of foundation |
| CN1108421C (en) * | 1998-12-23 | 2003-05-14 | 李国安 | Vertical construction method and apparatus for architectural reinforcing bar groups |
| CN1284912C (en) * | 2002-12-30 | 2006-11-15 | 徐亚柯 | Non-detachable steel net formwork for in-situ casting concrete wall and its use |
| CN2656520Y (en) * | 2003-09-25 | 2004-11-17 | 刘景林 | Tool set-up device for assembling mould net |
| CN100390359C (en) * | 2005-10-17 | 2008-05-28 | 朱秦江 | Composite warm preservation heat insulation concrete graded layer integrated pouring system and its construction method |
-
2006
- 2006-07-04 CN CNB2006102006578A patent/CN100417774C/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103097620A (en) * | 2010-08-02 | 2013-05-08 | 阿尔弗雷德·雷德尔贝尔格 | Method for producing prefabricated structural parts |
| CN105888108A (en) * | 2016-05-25 | 2016-08-24 | 中大建设股份有限公司 | Reinforced concrete shear wall with positioning prefabricated member inside and construction method of reinforced concrete shear wall |
| CN105888108B (en) * | 2016-05-25 | 2018-02-02 | 中大建设股份有限公司 | Built-in positioning prefabricated component reinforced concrete shear wall and construction method |
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| Publication number | Publication date |
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| CN100417774C (en) | 2008-09-10 |
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Granted publication date: 20080910 Termination date: 20140704 |
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