JPS6439401A - Construction of pc panel - Google Patents

Construction of pc panel

Info

Publication number
JPS6439401A
JPS6439401A JP19531387A JP19531387A JPS6439401A JP S6439401 A JPS6439401 A JP S6439401A JP 19531387 A JP19531387 A JP 19531387A JP 19531387 A JP19531387 A JP 19531387A JP S6439401 A JPS6439401 A JP S6439401A
Authority
JP
Japan
Prior art keywords
block
gap
concrete
cast
existing board
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.)
Granted
Application number
JP19531387A
Other languages
Japanese (ja)
Other versions
JPH0475961B2 (en
Inventor
Hideo Beppu
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.)
PS Concrete Co Ltd
Original Assignee
PS Concrete Co Ltd
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 PS Concrete Co Ltd filed Critical PS Concrete Co Ltd
Priority to JP19531387A priority Critical patent/JPS6439401A/en
Publication of JPS6439401A publication Critical patent/JPS6439401A/en
Publication of JPH0475961B2 publication Critical patent/JPH0475961B2/ja
Granted legal-status Critical Current

Links

Abstract

PURPOSE: To avoid leaving a non-PC-paved part by installing a block with an inserted tensioner fixed at one end with a specified gap from an existing board and moving the block to the existing board after casting hardening a cast-in-place concrete. CONSTITUTION: A first concrete block 1 with a PC steel 3 secured in an insert hole 1a is installed with a specified gap C1 from the end face 4a of an existing board 4. A second concrete block 2 is installed with a gap C2 corresponding to the length of a jack 6 from the first block 1. Concrete 5 is cast along the extension of the existing board 4, with leaving the gaps C1 , C2 . The jack 6 settled in the gap C2 is actuated to move the first block 1 to the gap C1 , thereby tensioning the PC steel 3 and concrete is cast in the gap C2 . Thus a PC board with little joints and tough against damage can be constructed.
JP19531387A 1987-08-06 1987-08-06 Construction of pc panel Granted JPS6439401A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19531387A JPS6439401A (en) 1987-08-06 1987-08-06 Construction of pc panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19531387A JPS6439401A (en) 1987-08-06 1987-08-06 Construction of pc panel

Publications (2)

Publication Number Publication Date
JPS6439401A true JPS6439401A (en) 1989-02-09
JPH0475961B2 JPH0475961B2 (en) 1992-12-02

Family

ID=16339080

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19531387A Granted JPS6439401A (en) 1987-08-06 1987-08-06 Construction of pc panel

Country Status (1)

Country Link
JP (1) JPS6439401A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102689446A (en) * 2012-06-05 2012-09-26 品诚塑胶科技（上海）有限公司 Manufacturing system for surface-hardened force-bearing plate

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102689446A (en) * 2012-06-05 2012-09-26 品诚塑胶科技（上海）有限公司 Manufacturing system for surface-hardened force-bearing plate

Also Published As

Publication number Publication date
JPH0475961B2 (en) 1992-12-02

Similar Documents

Publication Publication Date Title
BG51443A3 (en) Method and installation for continuous steel strip or steel plate making using the continuous casting method
CA2010108A1 (en) Flat steel concrete anchor for precast concrete pieces
BR8505748A (en) PROCESS FOR THE PRODUCTION OF CAST IRON OR STEEL AND EQUIPMENT PRE-PRODUCTS FOR THE PERFORMANCE OF THE PROCESS
BR8900346A (en) PROCESS FOR THE CONTINUOUS FOUNDATION OF A STRIP OR STRING OF METAL AND CONTINUOUS CASTING DEVICE
ES2049374T3 (en) ANCHOR BAR.
FR2379672A1 (en) ANCHORING PART INTENDED FOR THE LIFTING AND TRANSPORT OF PREFABRICATED CONCRETE ELEMENTS
JPS6439401A (en) Construction of pc panel
IT1244198B (en) CASTING NOZZLE FOR CAST STEEL
ES456656A1 (en) Device for anchoring fixing means in a concrete element
ATE151842T1 (en) FORMWORK ELEMENT
ITMI930080A1 (en) CASTING NOZZLE FOR CAST STEEL
IT1198962B (en) LAUNCHING SYSTEM FOR BRIDGE SPANES IN CONTINUOUS BEAM SPECIES FORMED FROM PREFABRICATED SEGMENTS AND TO BE TIGHTENED IN WORK WITH PRECOMPRESSION CABLES
GB2161191B (en) Screed rails
BR8505365A (en) REFRACTORY BRICK HAVING AT LEAST ONE ISOLATING REINFORCEMENT
DK0663492T3 (en) Building element with a concrete slab and at least one stone slab attached thereto
DE3761498D1 (en) SPREADING DOWEL, ESPECIALLY FOR FASTENING LIGHT-INSULATION PANELS ON WALLS.
SE9201540D0 (en) FOERANKRINGSSPIK
DE59712585D1 (en) formwork system
FR2349009A1 (en) Joining of concrete blocks - by casting second block round reinforcing wire protruding from metal sleeve in first block
EP0692548A4 (en) Wear-resisting high-manganese cast steel
EP0183681A3 (en) Method of compacting concrete
JPS57169116A (en) Placement of concrete
KR960018108A (en) Tightening Method of Forming Long Forming Material
JPS6466368A (en) Method of heat-insulating construction by precast board for inhibiting temperature change near surface of mass concrete
JPS6487987A (en) Support fitting for piping and fixing method thereof

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees